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HomeMy WebLinkAboutEngineered Plan - Rev. 2016PROP, VENT WITH CHARCOAL FILTER TO ABOVE GRA RAL NOTES FINISH GRADE OVER CHAMBERS= 24.8 25.1 " Chi + / TO 1-1/2 DOUBLE WASHED FINISH GRADE OVER D -BOX = 3 4 25.5 _ ° SLOPE 2/o MIN. OVER SYSTEM- - @ STONE TO CROWN OF PIPECONSTRUCTION PROVIDE EXTENSION RISER 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND REMOVABLE WATER -TIGHT H-20 COVER MENTAL WITH COVER OVER INLET � 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRON OUTLET TO WITHIN 6" OF F.G.OVER RISER TO WITHIN 6 OF FINISHED 2" OF 1/8" TO 1/2" DOUBLE WASHED FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. , + GRADE „ STONE OR GEOTEXTILE FILTER FABRIC FND. EL = 30.0 '�' F.G. OVER TANK EL. 30.0 _ 5 DIA. OUTLET(S) AND THE - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTHA PLACE H-20 RISERS ON DESIGN ENGINEER. TOP OF SAS - 23.80 " 9" MIN. ALL CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL _ ^ �," ;� �� ��, PROPOSED 4 .� � 9 MIN. EXIS l I= <t� „ 36 MAX. OTHERWISE NOTED.` /�� 22.80 36` MAX. SYSTEM UNLESS O _ ,;,w � PIPE _ SCH. 40 PVC 4 PVC TEE INLET PIPES TO 6" OF SEl jER t IPr_ l FINISHED GRADE L.. BREAKOUT EL - 23.30` SEWER PIPE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN . A �, � � i _ � � - � PERIMETER OF THE SAS. UNLESS 6 3 3��-DROP MAX 3„ 9,,. L - 42 t o r-- _ 2 DROP MIN MIN. ,% PROVIDE WATERTIGHT -- -_�- ELEVATION - 23.30 FOR A DISTANCE OF 15 AROUND T - - 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF „-JOINTS P. 13' 4 PVC IN FROM •, s: 4" PVC OUT TO 0 _0 0 0 0 0 0 o0 0 o � •- SEPTIC TANK I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � � 4 28. p,. oo ID PIPE AT 1.0% MINIMUM. TO PROVIDE I _ LEACHING FACILITY o0 0 0 0 5. SLOPE ALL SOL CONTRACTORCD D 0= `0 0 0 0 0 00 SPECIFIED DROP BETWEEN o0 0 0 6- THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL I j l 1 12" 6' o0 0 0 0 INLET AND OUTLET j I CONTRACTOR CONTRACTOR 2 0 0 I 23.40 MIN. 23.23 0 [� 0 8" VERIFY CONDITION OF I OUTLET TEE - 0 D I SHALL VERIFY SIZE _ 4 i 00 o I o 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS I AND CONDITION OF EXISTING TEES i GAS BAFOLE 6" CRUSHED STONE o 0 0 ! E AS - o 0 C� 0 001 0 ! NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH EXISTING SEPTIC AND REPLACE OVER MECHANICALLY o I NECESSARY ` I, AND DESIGN ENGINEER.. i TANK NECES � COMPACTED BASE i f � 8.5' (TYP) I 4.0 4.0' � 4.0' 5 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OUTLET DISTRIBUTION BOX P.) CONCRETE PAD AS SHOWN ON TO BE INSTALLED ON A LEVEL STABLE 33.5 � 1 OF 25.00 ESTABLISHED ON THE CORNER OF A C ' WATER ELEV. < 15.00 " I PLAN. BASE. ,FIRST TWO FEET OF OUTLET GROUND 12.83 ! 20.80 j 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 5' MIN. THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT � 0 GALLON H-20 CHAMBERS CHAMBER END VIEW � RET SEPTIC TANK 3 5® G ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES EXISTING 1,000 GALLON CONCRETE � CROSS SECTION VIEW 1 -888 -DIG -SAFE AND m �,, .�. TYPICAL CHAMBER PROFILE -moo :. *r r�gEi ^ r r .-= nes- . ,;-v rr�+ a _.� TR;�,.T�,,.T,., VERIFY - � -�- -=---- � e., �•. � TO THE DESIGN ENGINEER. - �, ,. �_ .,, �, SLI TIC 1 AI��T� DETAIL I ELL sTION PRIOR . TO ANY if�iORK c� - - _ T TO SCALE 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE NOTIFYEt'lr�. II`Q-E ? i:- I.�slrar-I`_ eaP� i . NO 1 NOT TO SCALE NOT TO SCALE � �. MADE WATERTIGHT. : :" , .,: � PMDATA TAT �� � M, �' . �� ,= . N S BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING .� ! ::. 11. NO DETERMINATION HAS... N/A , .; -' PERC NO. , � , : • , .a .... \ % REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM i , �,j. - . ., 2 _ • r / ., r / � - � . hone R.S. �,, It , � ,. .. Am Von { INSPECTOR. Y , -r• � « . .. APPROPRIATE AUTHORITY. t a �: i_, r OR. Michael Plmentel EIT CSE .; , • - �. � : � . , ... >-_,. , ..,.: , , . EVALUATOR: WITHSTAND Har -10 LOADING UNLESS LOCATED , _ S SHALL i • •, �_, . t* .,� , ,, _ :.. , x • - 12. :ALL SEPTIC SYSTEM COMPONENT r r ,1f \ r.. ... } » '` Oct. 1999 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR ____ • • ;• ii . ._ ,; .• ..._ } 1 � C.S.E. APPROVAL DATE. ' _ r r:: , I STAND H-20 LOADING. r-" _. , ,... .. TRAVELED WAYS IN WHICH CASE THEY SHALL WITH DATE: September 8, 2016 •r j i •. it. .� # EE OF ALL DIRT, DUST AND FINES. I, _, _ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FR t �.- . -«. �► � TEST PIT #: � 1 \y n �• , ELEV TOP = � 25.00 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE - - •_ .• IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. j � -__ . , .* . � _ r ,, ,•J ELEV WATER = 4 <.15.00' MATERIAL ' `. :. ' ; . , "' ., k t , �' WITH CLEAN COARSE SAND FREE FROM CLAY, i a .. .; • REPLACE ALL UNSUITABLE MATERIAL {' \ -° • • ,) ' `»�-- - � • ,f PERC RATE = < 2 min./inch FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3)... S♦ ♦ \ s \ MAP 116 LOC U S S \ - W \ / • 7 r . • , DEPTH OF PERC = 124 42 15: CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN .LOT 7 c7 i .• _ .,,. � , , k� • i. .,..--•; �� - 77i -•j" /� I . . � SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. . 1 T1 B i O TEXTURAL CLASS. 1 \ • . ,. 16. D PROJECT IS LOCATED WITHIN. „ � _ti.t pl g ,• � �� ��-f �._ fly � PROPOSE M •: ,._ 2S MAPLE \, \ . ; �, M .• . �. , .,..% �-you-�rr4 ! ' - \ .'ll ✓ .± S _ /a: �. , .-� � ; , � ; -- --- ASSESSOR S MAP 116 PARCEL 4 Y ft • • . . �-/ - fi DECK \ .. ®Lt/ R 0„ O f j \ r O ®N E31 e `. • 12 -y :c F i 4 t5t i/ 1 r } EX. ivzU C>.� :,-.k :;a E� �✓r a ._', fl •. UTlL .1;-t.... t.1Isv F SIS •.J D1V..SIGN. -. i � ••�".IF � !. � • i�f e'� � ,} _ .. I. ;. � � MAP 116 LOT 3 � - L\• ' ii�C.!IT TO PUMPED - 24 „ .e255fi�aG� AND TLLED 1TH .LEAN C.;RSE Perc P SAND AND ABANDONED 42 - . � 4-6 C EXISTING -{' • ; t r S 4 BEDROOM PATIO LING � � 12„ CHERR�Y _r l •. {{4 � nber•-r- �,, ••� ,.:� �. 4c, > \ \ O 5 1 _ >:�,:: LOCANDONED j!ON) He,} LOCUS PLAN / 2 '.� / 1 GARAGE -29,- _ �` 120„ 25.00' �'1� .... BUSHES SCALE: 1 =1000 3 « Mottling ,�-- No Standing, Weeping or Mo mg L C N 28 ,I j, : x50.0' EXISTING SPOT GRADE HC -1 y DESIGN DATA, (1) ` �a 50 - - - EXISTING CONTOUR \ \ Yarmouth Health DePartr e>I>it NUMBER OF BEDROOMS. (DESIGN) 4 t- \. PR. H-20 D -BOX _ZO PROPOSED CONTOUR PPR VED �C L • 4 (2) / / DESIGN FLOW 110 GAUDAY/BEDROOM 1. _... - • - - -: • �_ � TOTAL DESIGN FLOW 440. GAUDAY Ne Date GAS EXISTING GAS LINE bra o _ 880 WATER LINE DESIGN FLOW x 200 /o - GAL/DAY W �n EXISTING 26 CO = 2 t- ,.: ' s o �. :_:._- , •. .. USE EXISTING 1,000 GALLON SEPTIC TANK ❑fN/4EXISTING OVERHEAD UTILITIES. o Benchmark/ -25 0 1 Corner of Concrete Pad TEST PIT LOCATION Elev. = 25.00' PROPOSED INSPECTION PORT e L ( :�: _ A rox. M.S.L. z - pp h - INSTALL 3 500 GALLON H-20 CHAMBERS LP EXISTING LEACHING PIT PROPOSED 3-500 GALLON H-20 w/ AGGREGATE LEACHING CHAMBERS W/ AGGREGATE -� EXISTING 1,000 GALLON SEPTIC TANK 1 �2 4 fCID SIDEWALL CAPACITY - i l (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74. GPD/S.F.) _ GAUDAY - L7 EXISTING DISTRIBUTION BOX J 1 (33.5' + 12.83') (2) (2') (0.74 GPD/ S.F.) _ 137.1 GAUDAY °. PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE • MAP 1161 � - -- y 2 BOTTOM CAPACITY p PROPOSED H-20 DISTRIBUTION BOX e LOT 4 _ � r (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 10,454± S.F.(3) �t ►� / \ (33.5'x 12.83) (0.74 GPD/S.F.) = 318.1 GAL/DAY O PROPOSED 500 GALLON H-20 LEACHING CHAMBER \ r, w / ! Q Q• / PROPOSED 4 PVC VENT;, a' o LOCATION TO BE DETERMINED M i, w BY OWNER BW MCP a bedroom to septic design 26 1 11 /7/16 Add d p g ©� � i - TOTALS. REV. DATE BY APP D. DESCRIPTION TOTAL NUMBER OF CHAMBERS 3 MAP 116 � To L Nu ;i �- .1 sQ.. LOTS PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 615FT dk'A - LEACHING CAPACITY 455.2 GAL./DAY. TOTAL LEACH I r� PREPARED FOR: O \ h REPURPOSE PROPERTIES, p . p• - ^:�`L JR. it - '9L Gj s :' F '\ 4 "- r L � ) LOCATED AT c0 25 ti l �I �, �? 6 CONCORD LANE �i/ SSS ,� - o O �, S GUY'J'v RE YARMOUTH PORT MA 02675 .01 } ?S ?o _ YAR OU , SWING TIES F O Loy `A i SCALE. 1 INCH 10 FT. DATE. SEPTEMBER 19, 2016 "11 DESCRIPTION HC -1 OWNER OF RECORD: REPURPOSE PROPERTIES LLC CORNER OF STONE (1). 24.00' 13.5' CORNER OF STONE (2) 35.9' 24.8' CORNER OF STONE (3) ADDRESS: PO BOX 334 48.0' CORNER OF. STONE (4) 25.6' BUZZARDS BAY, MA 02532 FEMA FLOOD ZONE X 23.00' COMMUNITY PANEL # 25001 C0579J 21.50" 17. DEED REFERENCE:. DEED BOOK 29530, PAGE 74 18. PLAN REFERENCE: PLAN BOOK 336, PAGE 53 , 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. . 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 15.00' REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. �'1� .... BUSHES SCALE: 1 =1000 3 « Mottling ,�-- No Standing, Weeping or Mo mg L C N 28 ,I j, : x50.0' EXISTING SPOT GRADE HC -1 y DESIGN DATA, (1) ` �a 50 - - - EXISTING CONTOUR \ \ Yarmouth Health DePartr e>I>it NUMBER OF BEDROOMS. (DESIGN) 4 t- \. PR. H-20 D -BOX _ZO PROPOSED CONTOUR PPR VED �C L • 4 (2) / / DESIGN FLOW 110 GAUDAY/BEDROOM 1. _... - • - - -: • �_ � TOTAL DESIGN FLOW 440. GAUDAY Ne Date GAS EXISTING GAS LINE bra o _ 880 WATER LINE DESIGN FLOW x 200 /o - GAL/DAY W �n EXISTING 26 CO = 2 t- ,.: ' s o �. :_:._- , •. .. USE EXISTING 1,000 GALLON SEPTIC TANK ❑fN/4EXISTING OVERHEAD UTILITIES. o Benchmark/ -25 0 1 Corner of Concrete Pad TEST PIT LOCATION Elev. = 25.00' PROPOSED INSPECTION PORT e L ( :�: _ A rox. M.S.L. z - pp h - INSTALL 3 500 GALLON H-20 CHAMBERS LP EXISTING LEACHING PIT PROPOSED 3-500 GALLON H-20 w/ AGGREGATE LEACHING CHAMBERS W/ AGGREGATE -� EXISTING 1,000 GALLON SEPTIC TANK 1 �2 4 fCID SIDEWALL CAPACITY - i l (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74. GPD/S.F.) _ GAUDAY - L7 EXISTING DISTRIBUTION BOX J 1 (33.5' + 12.83') (2) (2') (0.74 GPD/ S.F.) _ 137.1 GAUDAY °. PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE • MAP 1161 � - -- y 2 BOTTOM CAPACITY p PROPOSED H-20 DISTRIBUTION BOX e LOT 4 _ � r (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 10,454± S.F.(3) �t ►� / \ (33.5'x 12.83) (0.74 GPD/S.F.) = 318.1 GAL/DAY O PROPOSED 500 GALLON H-20 LEACHING CHAMBER \ r, w / ! Q Q• / PROPOSED 4 PVC VENT;, a' o LOCATION TO BE DETERMINED M i, w BY OWNER BW MCP a bedroom to septic design 26 1 11 /7/16 Add d p g ©� � i - TOTALS. REV. DATE BY APP D. DESCRIPTION TOTAL NUMBER OF CHAMBERS 3 MAP 116 � To L Nu ;i �- .1 sQ.. LOTS PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 615FT dk'A - LEACHING CAPACITY 455.2 GAL./DAY. TOTAL LEACH I r� PREPARED FOR: O \ h REPURPOSE PROPERTIES, p . p• - ^:�`L JR. it - '9L Gj s :' F '\ 4 "- r L � ) LOCATED AT c0 25 ti l �I �, �? 6 CONCORD LANE �i/ SSS ,� - o O �, S GUY'J'v RE YARMOUTH PORT MA 02675 .01 } ?S ?o _ YAR OU , SWING TIES F O Loy `A i SCALE. 1 INCH 10 FT. DATE. SEPTEMBER 19, 2016 "11 DESCRIPTION HC -1 HC -2 CORNER OF STONE (1). 25.2' 13.5' CORNER OF STONE (2) 35.9' 24.8' CORNER OF STONE (3) 36.2' 48.0' CORNER OF. STONE (4) 25.6' 43.2' NOTES:a.A �Q.f, 0 5 10 20 40 FEET J \ U.P. 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED <: `:`,`� LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. PREPARED BY: ! Y -G�� OHM L. �� I. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH RESERVED FOR BOARD OF HEALTH USE a,tJC ENGINEERING, INC. i� CH'JRCN; tJR. �, - TEST PIT DATA. 2, •, r 36 'l No. ,. 2854 CRANBERRY HIGHWAY E T AREHAM MA 02538 2. ENTIRE PROPERTY IS NOT LOCATED WITH A DEP' APPROVED ZONE 2. a.'. �, EAST W , , 508.273.0377 I SITE PLA N Drawn By: SJ1 Designed B :SJI Checked By: MCP JOB No. 3584 Y SCALE: 1 10