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HomeMy WebLinkAboutEngineer PlansSOIL TEST PIT DATA NOT TO. SCALE - TEST PIT TP-1 GRD. EL 7.7 SHGW EL 4.0 EL. 6.7 EL 5.2 EL. 4.0 EL 2.6 EL -2.3 FILL / HARDENER; B LOAMY SAND 10YR 5/8 ' C MEDIUM SAND 2.5Y 6/8 TEST PIT TP-2 GRD. EL. 7.7 SHGW EL. FILL 12" EL 6.8 11" B' LOAMY SAND 10YR 5/8 30" EL 5.5 6" 44•n EL 4.2 0 42" C I MEDIUM SAND 2.5Y 6/8 61" � EL. 2.6 � '61" 120" EL. -2.3 120" • SOIL EVALUATION SUMMARY DATE: FEBRUARY 22, 2017 TEST BY: BSC GROUP, INC. WITNESSED BY: P. RENAUD & B. MURPHY LICENSED SOIL EVALUATO K. HEALY 1 PERCOLATION RATE: INS ./INCH SOIL CLASS: <LASS 1 L.T.AR: �. 4 P S _ HIGH GROUNDWATER DETERMINATION DEPTH TO OBSERVED WATER 5.1' INDEX WELL MIW-29 WATER LEVEL RANGE ZONE A CURRENT DEPTH ® INDEX WELL(11/00) 8.44 WATER LEVEL ADJUSTMENT \ 1.4' DEPTH TO HIGH WATER \ 3.7' LEGEND, UNSUITABLE ESTIMATED MATERIALS = _ SEASONAL HIGH GROUNDWATER DOG PERCOLATION v OBSERVED HIGH 1>04 TEST RANGE GROUNDWATER 2,500 GALLON, LOW -PROFILE PUMP CHAMBER, H-20 NOT TO SCALE RAISE INLET & OUTLET COVERS TO GRADE 2" PVC CONDUIT 24" DIA. COVER HALLIDAY MODEL H1R2436 USING SEWER BRICK & MORTAR AS NECESSARY TO CONTROLS 24"x36" SINGLE ACCESS DOOR 7 (TYP.) 8n EL.8.37 •• �:• * d INV.=6.95 3.40' T77 EMERGENCY STORAGE (1,750 GALLONS) a 2" SCH. 40 PVC 7'-0" sz LAG PUMP/ALARM ON FORCEMAIN A 7'-2 • ' INLET 6n 3.70 TEE LEAD PUMP ON FLOAT 5'-9" 3.20 CONTROLS 6" 6" PUMP OFF 12" 2.70 EL 1.70 DUPLEX PUMPS (SEE DETAIL) p "Q 13'-0" 11 Xi 6n EL. 1.20 6" MIN. 3/4" TO 1-1/2" PLAN VIEW CRUSHED STONE SECTION VIEW PUMP CHAMBER NOTES. SEWAGE PUMPS: / 1. PUMP CHAMBER/SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTANDING H-20 LOADING. PUMPS SHALL BE MYERS SRM4 DUPLEX PUMPS (0.4 HP) 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT FROM THE FACTORY. OR APPROVED EQUAL AND SHALL BE CAPABLE OF 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE, FOR EASE OF MAINTENANCE. DELIVERING 41 GPM 0 13 FT TOTAL DYNAMIC HEAD 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. % 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. 7.' 2" PVC CONDUIT TO CONTROL BOX.SHALL EXTEND THROUGH THE.•CONCRETE RISER. 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAUUC7CEMENT PUMPING INFORMATION 9. THE QUICK DISCONNECT SHOULD BE -ACCESSIBLE FROM WITHIN THE RISER. 10. EACH PUMP SHALL -BE_ EQUIPPED WITH A LIFTING CHAIN AND PVC OR GREATER SLIDE RAIL SYSTEM. DESIGN FLOW TO CHAMBER = 1,715 GPD REQUIRED EMERGENCY STORAGE = 1,715 GALLONS EMERGENCY STORAGE PROVIDED = 1,750 GALLONS NUMBER OF DAILY DOSING CYCLES = 6-7 PER DAY DEPTH ASSOCIATED WITH CYCLE = 6 INCHES 2" GATE VALVE 72.00 SF X 0.5 FT X 7.48 GAL/CF = 269t GAL/CYCLE \ BUOYANCY CHECK (TYP. OF 2) QUICK 2"X2" TEE GROUNDWATER ELEVATION = 4.00 FT DISCONNECT BOTTOM OF PUMP CHAMBER = 1.20 FT - TOP OF PUMP CHAMBER 8.37 FT -� 2" FORCEMAIN VOL OF WATER DISPLACED 'BY PUMP CHAMBER: TO LEACHING SEWAGE PUMP 2" 90' ELBOW (4.00-1.20) FT X (13 X' 7) FTz = 254.80 FT3 (TYP.) 2" 90' ELBOW 2" SCH. 40 PVC WEIGHT OF DISPLACED WATER: 254.80 FT3 X 62.4 LBS/FT3 = 15,900 LBS 1/4O FORCEMAIN " WEEP HOLE Q WEIGHT OF PUMP CHAMBER = 34,050 LBS WEIGHT OF SOIL OVER PUMP CHAMBER: (9.5-8.37) FT X 91 Fr X 85 LBS/FT3 = 8,740 LBS 1 2" CHECK VALVE 00 2"X2" TEE (TYP. OF 2) SUM OF FORCES ACTING DOWN 34,050 LBS + 8,740 LBS = 42,790 LBS 2" 90' ELBOW THE SUM OF FORCES ACTING DOWN (42,790 LBS) IS 2" GATE VALVE GREATER THAN THE BUOYANT FORCE (15,900 LBS) THE PUMP CHAMBER WILL NOT FLOAT PLAN VIEW DISTRIBUTION BOX, H-20 NOT TO SCALE REMOVABLE STEEL COVER TO GRADE CONCRETE RISER----,-.4" et 4" 28" .O OT. O• 10" 12" �.� &MMI(OvIMINIMUM 2� 3/4" . TO 1-1/2- SECTION CRUSHED STONE VIEW SECTION VIEW /^` `" DIA. OUTS (TYP.) 30" f� 30" PLAN VIEW 21" DIA. COVER NOTES: 1. DISTRIBUTION BOX SHALL WITHSTAND HS-20 LOADING. 2. FIRST TWO FEET OF PIPE OUT OF DISTRIBUTION BOX TO BE LAID LEVEL. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 6,000 GALLON, 2-COMPARTMENT, LOW PROFILE SEPTIC TANK, 44 %-20 DESIGN CALCULATIONS NOT TO SCALE - / DESIGN FLOW, RESTAURANT: 49 SEATS X 35 GPD SEAT = 1',715 GPDTRAP 1: SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. _24-r DIA. COVER, TYP. Ct49SEATS X 5 GPD/SEAT = 735 GALLONS (MIN.)2. SEPTIC TANK SHALL .BE CAPABLE OF WITHSTANDING!H-20 LOADING. RAISE TO FINISHED GRADE USING - 00 GALLON_ TANK 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. SEWER BRICK AND MORTAR AS 4... TEES SHALL BE SCH. 40 PVC AND LOCATED WITHIN12" 12" OF TANK WALL NECESSARY (TYP.) SEPTIC TANK (2-COMPARTMENTS REQUIRED) 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 4" COUPLING C.I.P. 6. ZABEL EFFLUENT.FILTER SHOULD. BE CLEANED EVERY 3 MONTHS. 1�COMPARTMENT:-200�-X-t715`GPD = 3,430 GALLONS 12" _ 2ND COMPARTMENT: 100% X 1,715 GPD = 1,715! GALLONS ---- 5.500 GALLON, 2-COMPARTMENT, H-20 SEPTIC TANK (PROPOSED) 17'-0" •. " REQUIRED LEACHING AREA 16'-0" PERCOLATION' RATE: <2 MIN/INCH _ 1 14 LOADING RATE = 0.74 GPD/SF LEACHING AREA REQUIRED: 1,715 GPD/0.74 GPD/SF 2,318 SF a c 24" DIA. COVER r 1.884 GAL 0 3" a a PROPOSED LEACHING FA .II mr I (TYP.) I I USE CUR -TECH CTL 12 SYSTEM, AN ALTERNATIVE LEACHING CHAMBER • 5._5" _ 7'-11" WITHOUT AGGREGATE „ GAS BAFFLE n 6 -4 TEE LIQUID LEVEL a . 10 -0 I / /) I / I UNDER . EFFECTIVE LEACHING AREA FOR FIELD CONFIGURATION IS 10.57 SF/LF. COVER ZABEL FILTER 2,318 SF/(10.57 SF/LF) = 220 LF REQUIRED (MIN.) 3.768 GAL ! 220 LF REQUIRED/(8 LF/CHAMBER) = 27.5 OR 26. CHAMBERS REQUIRED I I I 8" 28 CHAMBERS X 8 LF/CHAMBER = 224 LF -�-- 6". 6 6" 224. LF X 10.57. SF/LF 2,367.68-SF- OF LEACHING PROVIDED �- �- " --J e ;.• • • : • :a,' 2,367.68 X 0.74 GPD/SF 1,752 GPD .A . .• OF `LEACHING CAPACITY PROVIDED • '- 10'-4" 5'=2" . 6" MINIMUM r�s- r 3/4 TO 1�v.� CRUSHED STONE SECTION VIEW PLAN VIEW NOV 1 G 2023 H NLTH D PT, CONCRETE BOUND FOUND 8c HELD CONCRETE RET. WALL ELEU=8.79 NAVD-88 - T.O.W.=10.70 co "-`_ 40 MIL_IMPERMEABLFUN R / MIT OF 5'. OVERDI 40"E o . N7�•48 . 8.7 r4 MARITIME HERITAGE RESEARCH LABS LLC �a•69 C NCRETE BOUND - 674 ROUTE 28 FUND &HELD _' ASSESSOR MAP 32 v� TREC" * y PARCEL' 92. �� d f ' BENCHMARK SHALL BE �l a' T.O.W.=10.00 , T.O.W.=11.00 ' TRANFERRED TO A NEW LOCATION T.O.W.=9.00 + 69 WITHIN 75' OF THE PROPOSE6 a �.XIS,INfu- S.A.S. PRIOR TO CONSTRUC11ON GAR.13ARN N77GR.a ,48 4p ���*tee a��� �. �t.,�B ���.�. X.. . i Wo a. r « S �., T.O.W.=12.15x. `w O. 9 8.2 . .' g g5.92 -"" . .< NV. N 9.97 PRO QED Xag` ° , IONiTt?,ING WELL f SOIL ABSORP11UN Y 1EM INV, UT=9.80 EL 7.7 N 1 (28) CUR -TECH CTL-12 � �„ � � ADS � ^4.03 LEOBS. G: W =2. 7,3 ACHING CHAMBERS : ,N• EX � TP 2 LO co INV. IN=9:70 ' w,�°. cn1ED, 40 Xa2' LTA CHAMBERS=9.03 .p, „ 2 s i 7.6 Tl0j I PROPOSED 2,500 GAL. NV.PUMPINCHAMBER ° T.O.W.=11.00 INV. OUT=6.70 XaX Xa3'� ,N 14.9' \ S w ~ "" RQ E0SEP17AN 4 .j r�ta�s RESERVE AREA' 18" INPEC110N i V.I=7.25,G.. PORT (TYP.) .9 S INV. "0 T=7.00 o - - - �� Pd OPO D 2,000 G W ASE TRAP - X7. a SHED S _Q i NV. OUT .5 30 1 X4` to .0 r r0�f - - - - EXtSTiNG N \ - -~ - - X 4' Cl-- �' 7 CONIC. ° LEA HI JG F7ELD cfl M� .� m 6" C.I. SEWER M � � ° CONCRETE RET. WALL 9 \ Xa2' ( (HGT. OF WALL TBD) APPR0XiMATE AISTiNO 1.4' '" . M 5 - \ \.LEACHING FIELD SEPTIC ,TANK S x&r LOCATION - ter. 2 EXISTING 'IN V.=7.75 0 __ , PROPOSED SEPTIC TANK, - .._ --- a _ \ INV.=7.6 DECK �i • \c3� O PROPANE 0.TANKS w X8 5' / . ® �✓` / "' 2.5 STORY r `� Xe.s' x MOOD FRAME � 46 50 , , ; SPLIT LEVEL � , 0 I STORY _ .� -*� �s EWET� k E T 8 s h ET' -TrB17UMINOUS � � � � LO���Si LEVEL 5.7 � �a 7 :- F WOOD FRAME I3LDG, _:.. . ✓ VEXT LEVEL 14.2 SIGN U, F:F: ELEV = 10.3 PAVEMENT � f. � � r u U :iLI> TIirRESFIOLD 'F ELEV T9, 46 y X&2' PROPOSED, :. � tt �a�• DECK �� ` ° ¢. Xa' • �R Dl TUhINOUS N/F Xa', PAVEMENT ) % BEACHWOOD COTTAGES 1 irs ; Xu, C.B. 638 ROUTE 28 ASSESSOR MAP 32 GAS PARCEL 85 GATE \ _ / . i ,5.2 s 7 A TER GATE YDRANT 9 '---� --- .. IN i171L WATER DE L-90.01' L 7 A { �LPOLE GATE Ei?G£ Of PAt�tE i ' "_~ WALK OHW �11 _ PLANTED t INSPECTION SCHEDULE WATERS_ GATES UTILITY POLE & 9 1. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE. 2. ENGINEER SHALL LOCATE AND STAKE FOOTINGS PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING LOCATION AND REBAR PRIOR TO POURING OF WALL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL WITH A PERCOLATION RATE OF LESS THAN TWO (2) MINUTES PER INCH HAS BEEN PROPERLY DEPOSITED. 5. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM AND THE PUMP MECHANISMS HAVE BEEN INSTALLED. FA h 0 OF qs a � yG KIERANJ• HEALY �n NO. 48135 osOFG/STEREO LANO S BRIANs;3.: ' YERGATIAN NALt� 9/27/23 BRIAN G. YERGAT1AN DATE PROFESSIONAL ENGINEER THE BOATHOUSE SEPTIC SYSTEM 654 & 658 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC PLAN SEPTEMBER 27, 2023 REVISIONS: NO. DATE DESC. Yarmouth Health Departlueut 0VED Name Date PREPARED FOR: CAPTAIN PARKERS 658 LLC C/O GERALD MANNING 121 MAYFLOWER TERRACE SOUTH YARMOUTH, MA 02664 Bblki GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508; 778 8919 © 2023 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 �r FILE: P: \5008503\C\D\5008503- SEP, dwg DWG.: JOB. NO:5-0085.03 SHEET 1 OF 2 CONCRETE CHAMBERS 100' MAXIMUM LENGTH �- 6" TOP FIN CONNECTORS FILL BETWEEN FINS r- WITH WASHED CONCRETE SAND `° ,r=.•4 sty• y r, w �+ i o.��.i ,�+•� i� .< ,• `a% �•'•• x...' ®....•. �'•'` 18'' DIA. INSPECTION: ••. .' :•.:..•. • q +: a r i A • e ®•.,.. POljr COVER ,.� r ti ` m; A:a•'"+ .a+,•' �: ems•`•" •'.+.��.t '; •'f~.•, °'$'Se.,t:.t`y. �i o Ate•. •• .sue :`r»� '•. `:.•.:eis•• ®� ` j. .:• d O A♦ tr. ,A . is p4 f. ti• , �• � t ;r4 ffi. `'�. s•L' ,r,. a•••r''•',yr!"+e'r •• :•' �� ,} 16;0 :4 'r'®st•= a�®•�,,, .® dl`r. It y ,+ '• :.r CUR -TECH ABS INJECTION MOLDED FINS COVERED IN FILTER FABRIC PLAN VIEW NOT TO SCALE 18" DIA. INSPECTION BACKFlLL WITH GRAVEL OR PORT COVER (INSTALL RISER TO INSPECTION PORT COVER TO/-3/4" PROCESS WITHIN 6. OF SURFACE ELEVATION) FINISHED PAVEMENT GRADE (USE PARISER SECTION IF VEMENT APPLJCAnONWIR�) CURD TECH ABS COVERINJECTED N CUR -TECH CONCRETE r MOLDED FINS COVERED IN � CHAMBER FILTER FABRIC 12" MIN. COVER 1'I 111 / / 1 6" MIN. NONE-H20 ELEV.-10.20 INVERT=9.70 00 ': : i ... ELEV.=9.03 4' Ln 8'-0" I 12"DIA. INSPECTION COVER IN EVERY 57H SECTION (SEE NOTE 7) r-_1 r -1 r - I r-_1 r - I r-I r--I r -i CUR -TECH ABS INJECTION I I I I I I I 1 1 I I i I I I I I I I MOLDED FINS COVERED IN FILTER I I I I I I I I i I I I I i 1 I I I FABRIC I I I I I I i I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I -i- - - - -�- - -i-t - - + 48'xle HS-20 CUR -TECH LEACHING GALLEY r GALLEY DESIGN SPECIFICATIONS CONFORMS TO I 1 I I I I I I I I I I LATEST: ASTM DESIGNATION C913 I I I I I 111 I I II i I I I I I --4--a--I I I II I I II I I I-+--}-- NOTES --I 1. PIPE INLET FOR a DIAMETER POLYLOK 11 PIPE A A-r-tt - -t - -r SEALS I I I I I I I I _ I III I I I� 1 2. REINFORCING STEEL DEFORMED BARS CONFORM 4'-0" I I I I I I( I I Ili I I I -L. Pa K.O. TO LATEST ASTM A615/A706, GRADE 60. (L - - 4 - - 4- - 4 - 4- - 4 - - 3. CONCRETE COMPRESSIVE STRENGTH- 5,000 PSI I I I I I I' I I I r I I 1 AT 28 DAYS SELF COMPACTING CONCRETE MIX. I-- 4-- t- I I I I I I I I i I I i---+- 4. METHOD OF MANUFACTURE: WET CAST. I I I 1 1 111 I I I1 1 I I I t 1 5. SECTION IS MONOLITHIC. (2) #3 BARS 0 16" - -I- - - - -�- - -4-i - - + - - - - + - - 93" (2) BARS 6. GALLEY IS DESIGNED FOR HS-20 LOADING W/18r OF SOIL COVER. ITOP VIEW t 1 1 1 1 t APPROX. WEIGHT: Z450 LEIS I I I I i I i t I I I I I 1 I I I I I I I I I I i I I (RObF TIhICKNEISS ISI5" 47�r 0 BtALIS� I 1 I I I (6) #4 BARS 0 le 7. 4'0' END CAP CHAMBER SECTIONS ARE L- J L- J L- J L- J L- J L- J L- J - J L- J L- J 45" (6) BARS AVAILABLE FOR SPECIFIC DESIGN LENGTHS, REFER TO MANUFACTURER FOR DETAILS. 8-0- POLYLOK K.O. �3* WALL 6" TOP AF' �� r4`�`Yr °fr •� `��tl'"a°r a{.a I!N' ••f.Ti .fr,wtif* P,-'�.'. r s .-: v_ r' ± .� • t ' • I• I V-2 1 2" 2'-2 1 2' SIDE VIEW (2) L BARS 0 (WALL THICKNESS IS r AND TOP IS V (2) LIFTING HOOKS 24" BOTH ENDS - (2) U BARS BETWEEN K.O.'S (4) BARS (2) THIN WALL K.O.'S THIS END ONLY SECT. A -A (2) 4" DIA. POLYOK SEALS W (4) BARS (1) HOOP BAR 0 BOTTOM - (2) #4 BARS IN EACH BEAM SECT. B- B 42" 45" BARS 9.1 1 9. 14 U BARS #4 LIFTING HOOKS 32" 94" 46• [j3�BAR46• 21" 9' F 14 L BAR 20" LAP FILL BETWEEN FINS WITH �_ I VARIES I CUR -TECH ABS INJECTION UNDISTURBED NATIVE WASHED CONCRETE SAND 4 - MOLDED FINS COVERED IN FILTER �� (�) SIDE VIEW � •, , ,. • FABRIC ON BOTH SIDES _ _ }`,; NOT TO SCALE I 1'-2".i,44___ i ++`•.. ` .tit; r , -W INVERT v ,•� J INSPECTION PORT COVER TO FINISHED PAVEMENT GRADE (USE RISER SECTION IF REQUIRED) PAVEMENT 12 10" 2" FILL APPROVED , 14' psi °;' :i • •. •� �. 2,000 GALLO NOT TO SCALE 2-4" PIPE OPENINGS BACKFlLL WITH GRAVEL OR 3le PROCESS CUR -TECH ABS INJECTION MOLDED FINS COVERED IN FILTER FABRIC 18" DIA. INSPECTION PORT COVER (INSTALL RISER TO WITHIN 6. OF SURFACE ELEVATION) 6" MIN. NONE-1­120 -o" I CUR -TECH CONCRETE CHAMBER UNDISTURBED NATIVE r-Kin VICW SOILS (TYP.) 11'-O" 10'-0" I- 24" DRAIN OVER (TYP.) L_ PLAN VIEW NOT TO SCALE 24" DIA. COVER, TYP. RAISE TO FINISHED GRADE USING SEWER BRICK AND MORTAR AS NECESSARY 6" EL. 7.99 •• 3" = r M 4"PVC TEE 5'-4" • 7'-4" 6'-1" f:LIQUID DEPTH e 6"PVC TEE 6" ME 1: F N 6" 6" MINIMUM 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE NOTES: 1. TANK SHALL BE PRECAST CONCRETE AND CAPABLE OF WITHSTANDING HS-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE JOINTS SHALL BE WATERPROOF. 3. INLET AND OUTLET TEES SHALL BE SCHEDULE 40 PVC AND SHALL BE ACCESSIBLE UNDER MANHOLE COVER. 4. MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. 5. GREASE TRAP SHALL MEET ALL REQUIREMENTS OF LOCAL AND STATE HEALTH AND BUILDING CODES. 6. INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH CORROSION RESISTANT HANGERS AND/OR STRAPS. r - - - - - - - - - -I END VIEW (WALL THICKNESS IS YAND TOP IS 6- ) CUR -TECH CTL CHAMBER PRODUCT SPECIFICATION GENERAL CUR -TECH CTL 12 CHAMBERS ARE DESIGNED AS AN ALTERNATIVE SOIL ABSORPTION SYSTEM CHAMBER PARAMETERS 1. THE CHAMBERS DIMENSIONS OF THE CUR -TECH CTL 12 SHALL BE 14 INCHES TALL, 48 INCHES WIDE AND 8 FEET LONG. THESE ARE THE DIMENSIONS WITHOUT THE INJECTION MOLD FINS. 2. THE CHAMBERS DIMENSIONS OF THE CUR -TECH CTL 12 WITH INJECTION MOLD FINS SHALL BE 14 INCHES TALL, 76 INCHES WIDE AND 8 FEET LONG. 3. THE DIMENSIONS OF THE INJECTION MOLD FINS FOR THE CTL 12 CHAMBERS SHALL BE 12 INCHES TALL, 14 INCHES LONG AND 6 INCHES WIDE. 4. THE INJECTION MOLD FINS ARE TO BE ATTACHED TO THE CTL 12 CHAMBERS BEFORE SYSTEM IS TO BE BACK FILLED. 5. THE INVERT TO THE CUR -TECH CTL 12 CHAMBERS ARE 8 INCHES TO THE BOTTOM OF THE PIPE. 6. EACH CUR -TECH CTL 12 WILL HAVE AN 18 INCH INSPECTION PORT IN THE CENTER OF THE CHAMBERS. 7. EACH ROW OF CUR -TECH CTL CHAMBERS WILL HAVE A MAXIMUM LENGTH OF 100 FT. CUR -TECH CTL CHAMBER PRODUCT INSTALLATION SPECIFICATION TRENCH INSTALLATION PARAMETERS 1. LENGTH (EACH TRENCH) 100 FEET MAXIMUM (310 CMR 15.251(1)(a). 2. ONE ROW OF CTL CHAMBER SYSTEM WHEN CALCULATED BY BOTTOM AREA ONLY THE DESIGN CALCULATIONS ARE 10.57 SQ FT PER LINEAR FOOT IF SEPARATE SINGLE ROWS ARE INSTALLED AT THE SAME ELEVATIONS THE SEPARATION BETWEEN ROWS IS 10 FEET. 3. THE MINIMUM SEPARATION DISTANCE BETWEEN ANY TWO TRENCHES SHALL BE TWO TIMES THE EFFECTIVE WIDTH OR DEPTH OF EACH TRENCH, WHICHEVER IS GREATER, OR WHERE THE AREA BETWEEN TRENCHES IS DESIGNATED AS RESERVE AREA, THREE TIMES THE EFFECTIVE WIDTH OR DEPTH OF EACH TRENCH, WHICHEVER IS GREATER (310 CMR 15.251(1)(d)). 4. THE EFFECTIVE LEACHING AREA SHALL BE CALCULATED USING THE BOTTOM AREA AND A MAXIMUM OF TWO FEET (PER SIDE) OF SIDE WALL AREA FOR EACH TRENCH (310 CMR 15.251(1)(e)). 5. TRENCHES SHALL BE SITUATED, WHERE POSSIBLE, WITH THEIR LONG DIMENSION PERPENDICULAR TO THE SLOPE OF THE NATURAL SOIL. WHERE POSSIBLE THEY SHALL FOLLOW THE CONTOUR LINES (310 CMR 15.251 (2)).. 6. TRENCHES CONSTRUCTED AT DIFFERENT ELEVATIONS SHALL BE DESIGNED TO PREVENT EFFLUENT FROM THE HIGHER TRENCH(ES) FLOWING INTO THE LOWER TRENCH(ES) (310 CMR 15.251(3)). 7. THE AREA BETWEEN TRENCHES MAY BE DESIGNATED AS SYSTEM RESERVE AREA ONLY WHERE THE SEPARATION DISTANCE BETWEEN THE EXCAVATION SIDEWALLS OF THE PRIMARY TRENCHES IS AT LEAST THREE TIMES THE EFFECTIVE WIDTH OR DEPTH OF EACH TRENCH, WHICHEVER IS GREATER (310 CMR 15.251(4)) - CUR -TECH, SHALL BE SEPARATED BY THREE TIMES THE ACTUAL WIDTH AND ARE SUBJECT TO OTHER SPECIAL CONDITIONS AND LIMITATIONS. 8. EFFLUENT DISTRIBUTION LINES EXCEEDING WIDTH 50 FEET IN LENGTH SHALL BE CONNECTED AND VENTING PROVIDED IN ACCORDANCE WITH 310 CMR 15.241 (310.CMR 251 (11)). CUR -TECH CTL CHAMBER PRODUCT INSTALLATION SPECIFICATION END VIEW (INLET) BED INSTALLATION PARAMETERS (WALL THICKNESS IS YAND TOP IS 6") 1. CUR -TECH SYSTEMS ARE EXEMPT FROM ANY DISTRIBUTION PIPPING ON SYSTEMS UP TO 5,000 GPD. FINISH ,•,� 'rr' CUR -TECH CONCRETE GRADE e" 24r DIA. 8" , 2' ••••�' �•.., .• CHAMBER 2. THE USE OF LEACHING BED OR FIELDS IS RESTRICTED TO SYSTEMS WITH A CALCULATED DESIGN FLOW OF LESS THAN AccEss 14 •'• « + ' '``•• 5,000 GPD PER LEACHING BED OF FIELD (310 CMR 15.252(1)). a :, ; .; %✓` .. r • „ v% t. FIN TOP CONNECTOR 3. THE MAXIMUM LENGTH OF CHAMBERS IN SERIES SHALL BE 100 FEET (310 CMR 15.252(2)(B)). SEE NOTE #1 . - .�` pp •,! • ..' • Y .': CUR -TECH ABS INJECTION 1. SECURED MANHOLE o0°000 �• • , ,' ` " MOLDED FIN - - - - - a FRAME AND COVER SHALL pppOp • ,• • ; "+ • • ' BE SET IN FULL MORTAR 000000 opo •t ` a" '? 4. SEPARATION DISTANCE BETWEEN ADJACENT BEDS/FIELDS SHALL BE TEN FEET (310 CMR15.252(2)(F)). BED. ADJUST TO GRADE 000 0p 000000 ' : 1d s * • ' ' ► CONCRETE >01 d:= •': . • . .: W:1 CLAY BRICK AND 12. 000000 000000 000 RISER sECno ,n ' ; "` <� McaLiR�TraAiLY s o°0°000 oa°o 0 000 .• ; :*..• 5. THE EFFECTIVE LEACHING AREA SHALL INCLUDED ONLY THE BOTTOM AREA, NOT THE SIDEWALLS (310 CMR HEIGHT AS `" y' BRICK COURSES MAXIMUM) 000000 000000 000000 0 y�:�"'� #'� :' 15.255//2 I NEEDED :;;,. op op 000 op ap op op 0 , l )( ))• 000 000000 00p 00 000000 a000 6,f 000000 000 00 000000 0 0 0 i @r e ° ° 0 0 opo opo opo ,` °f .. :; . • 6. FOR SYSTEMS CONSTRUCTED IN FILL AND INSTALLED, THE SYSTEM SHALL BE INSTALLED AS SPECIFIED IN 310 CMR ®� .yq op opo op opo op ,..t.<. ,.t.. • ;'t $gam 000000 0o aoo i° ''' �' ••' •` 15.255 CONSTRUCTION IN FILL, EXCEPT THE MINIMUM 15 FOOT HORIZONTAL SEPARATION DISTANCE TO BE PROVIDED " --_-- -- °000o 00 0o '�+:••.:' ;, .' _ -_ - -- RPTION AREA AND THE ADJACENT SIDE SLOPE SHALL BE MEASURED HORIZONTALLY FROM THE -- - - �' o BETWEEN THE SOIL ABSO •e .' 0000000000 y • .Y .. ....' s:. , . .: . • .. ... ` 'moo• 00 '• •..:. •• TOP OF THE CHAMBER. yz. •, TOP OF CONCRETE CHAMBER '••• ®•' FILTER FABRIC COVER ..'` a; TYPICAL FOR ALL FINS 7. THE SYSTEM IS EXEMPT FROM 310 CMR 15.287, SPECIFICALLY ITEMS: (5) REQUIRING WRITTEN NOTIFICATION OF - - - _ - - 18" INSPECTION PORT COVER ALTERNATIVE SYSTEM PRIOR TO PROPERTY TRANSFER, (6) NEED FOR A CERTIFIED OPERATOR, (9) NEED FOR AN OPERATION AND A MAINTENANCE CONTRACT WITH AN OPERATOR AND (10) DEED NOTICE REQUIREMENT. RISER SECTION NOT TO SCALE ABS INJECTION MOLDED FIN DETAIL NOT TO SCALE GENERAL NOTES: 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE 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. CUR -TECH CTL 12 SYSTEM HEIGHT OF CONCRETE CHAMBER IN INCHES = 14" LIQUID STORAGE CAPACITY PER 8' IN GALLONS = 172 GALLONS TRENCH CONFIGURATION EFFECTIVE LEACHING AREA SFAF = 7.24 FIELD CONFIGURATION EFFECTIVE LEACHING AREA SFAF = 10.57 3. THERE ARE NO KNONJN OR PROPOSED PRIVATE !'DELLS 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 DELETRIOUS 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 INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 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. 8. 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). 10. THE ENGINEER OF RECORD SHALL INSPECT THE SYSTEM DURING ALL PHASES OF CONSTRUCTION AND PROVIDE A SEPTIC AS -BUILT PLAN AND CERTIFICATION. 6 2023 3IF...ALTH DEPT. ,,,I\% OF � BRIAN G. 0 YERGATIAN IVIL» 206 SSt0NAL E 9/27/23 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER THE BOATHOUSE SEPTIC SYSTEM 654 & 658 ROUTE 28 IN WEST YARMOUTH MAS SAC H U S ETT'S (BARNSTABLE COUNTY) DETAILS & NOTES SEPTEMBER 27, 2023 REVISIONS: NO. DATE DESC. PREPARED FOR: CAPTAIN PARKERS 658 LLC C/O GERALD MANNING 121 MAYFLOWER TERRACE SOUTH YARMOUTH, MA 02664 BA-00C S Uloup 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: P: \5008503\C\D\5008503-SEP,dw9 DWG.: SHEET 2 OF 2 JOB. N0:5-0085.03