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Home My WebLink AboutEngineered Plan - Rev. 2019.o 0 MINIM= » » CROSS --SECTION 1 3 4 TO 1-1 2 / /J NO. DATE DESC. 70Z SOIL TEST - . PIT DATA VARIANCERE REQUESTS _ LOCUS INFORMATIONN D .. N N BOTT�MO kEVEL « STABLE BASE �6 MINIMUM PLAN VIEW TO THE BOTTOM OF THE 1=9.2i 0o D � I NOT TO SCALE_ F , ��IV® « « DOUBLE WASHED STONE AND SEED 3/4 TO 1-1/2 p I STONE SLTL�. V :: :: I=9.46 ti TEST PIT _ HIGH GROUNDWATER COMPUTATION TP 11 ONSITE SOIL EVALUATION ATI ON - , 310 CMR .15.211 MINIMUM SETBACK DISTANCES: A VARIANCE IS REQUESTED TO At1.OW A SOIL CURRENT OWNER: WAYNE WOLLERMAN , OVERLAY DISTRICT- NONE 2,8 GRD. EL. 10.86 BASED ON TP -1 } I ABSORPTION SYSTEM TO BE LOCATED 7 .FEET FROM A .PROPERTY UNE IN LIEU OF 10 FEET. TITLE REFERENCE: DEED 17928-195 NITROGEN SENSITIVE ZONE: NOT A ZONE 11 LOCUS L SHGW EL. 4 2 I DEPTH TO WATER 8.0 A VARIANCE OF 3 FEET- IS .REQUESTED. - ULf 01 NO rn D «, Permit va:!J for REPAIR, G 1:7 IiC '.�.ry� DATE, JULY 24, 2019. MIW-29 D , INDEX WELL. VARIANCE IS REQUESTED .TO ALLOW A SOIL 310 CMR 15.211 MINIMUM SETBACK DISTANCES: A N PLAN REFERENCE:. PLAN 82-149 FEMA FLOOD a sy I --I 9,q FILL A LOAMY SAND' 1OYR 3/2 B LOAMY SAND 16YR 5/8 C M/F SAND 2.5Y,6/4 �y D 5 FEET FROM A CELLAR 1N LIEU OF 20 FEET. A ZONE DISTRICT: AE ELEV.=11 _ (� TEST BY. BSC GROUP. INC. WATER LEVEL RANGE ZONE A ABSORPTION SYSTEM TO BE LOCATE 1 REQUESTED. PANEL 25001 CO588J VARIANCE OF 5 FEET IS REQU MAP: 32 # W WITNESSED BY. PHIL RENAUD i DEPTH ®.INDEX WELL JULY 23, 2019 '7.66 ASSESSORS _ 156 PORTION ti D MACDONALD SE 4157 ENT - 1.3 AL PARCEL. (PORTION) OR. TODD ADJUSTMENT _ OW_ -A VERTtC : - _ __ „ LICENSED SOIL EVALUAT � WATER LEVEL 310 CMR 15.212 DEPTH TO GROUNDWATER. A VARIANCE' fS REQUESTED TO ALL 40 MINIMUM LOT. 25,000 S.F.. - MINS./INCH DEPTH TO HIGH WATER 6 .7 SEPARATION FROM GROUNDWATER TO BE 4 FEET IN LIEU OF 5 FEET. A VARIANCE OF 1 FOOT p PERCOLATION RATE. < 2 / - D �_ ZONING DISTRICT. R 25 888± S.F. < CLASS CLASS 1 I . IS REQUESTED. `EXISTING LOT -"SIZE. 6, 541E , SETBACKS:. FRONT 30' - _ : 0.74 GPD/S.F.;L.T.A.R.. SIDE 15 1 REAR 20s _ 44 _ LEGEND. ; 60 - ..GENERAL NOTES UNSUITABLE SERVED Py 4ss »OF �_ OB �OR �, MATERIALS - 68 _ GROUNDWATER 1. THIS PLAN IS 1NT'ENDED THE PERMITTING AND CONSTRUCTION OF. THE SEWAGE TO BE REMOVED} � ; ' o� tiN TE AND ASSOCIATED SITE WORK. BRIAN G » I ' DISPOSAL SYSTEM � YERGATIAN -4 80 { a CA ca CIVIL » ESTIMATED CONFORM TO 310 CMR 15.000 2. ALL CONSTRUCTION METNOpS AND MATERIALS SMALL No 46206 . 96 PERCOLATION �_ SEASONAL HIGH �� 9 E YARMOUTH BOARD HEALTH REGULATIONS.F�TEST RANG TER AND YARMJS7EROUNDWA PROPOSED 28 ,X 12 Sa �,F�L-. ..T 114I LEACHINGFIELD _ , SJ E 5 ` RE ARE NO KNOWN O PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE ONAI � - I(START)=8.8 3. THE I(END) 8.70 PROPOSED LEACHING. FACILITY. ALL TOPSOIL. SUBSOIL AND OTHER 4. IF AN OVERDIG IS SPECT l:U. REMOVE !ti G MATERIALS. CALCULATIONS FLOOR PLANS UNSUITABLE DESIGN _ - .. BRIAN G YERGATIA DATE I Lo T27 '' 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE .LIMIT OF DESIGN FLOW EXISTING AND PROPOSED PROFESSIONAL ENGINEER : EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC, MATERIAL AND - � � PROPOSED _DIST'. I AND LAYERS 4F DIFFERENT CLASSES OF SOIL 2 BEDROOMS * 110 GPD / BEDROOM - 220 GPD 12 1 STORY #I4 (1 STORY) DEIFTRlOUS SUBSTANCES MIXTURES ( ) CONCRETE BOUND j BOX (H-10) SHALL NOT BE USED. FI L SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 REQUIRED SEPTIC TANK - --- I FOUND & HELD I(IN)=9.12 °j _ INCHES. A SIEVE ANALY IS USING A #4 SIEVE SHALL 8E PERFORMED ON A I OUT -8.95 _ 1S + t ) PROPOSED % BY WEIGHT MAY BE RETAINED ON THE 440 GALLONS R2 5 220 GPD X 200% HEN }LITGH>m��i B � `�„� � REPRESENTATIVE SAMPLEI OF FILL.. UP TO 45 BR2 Kt1C u j 1p 1,500 GAL. TANK USE 1'. 00 GALLON SEPTIC TANK � '� � � 2D E I(IN)=9.46 N86'47'05"E 106.67 #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE' THAT THE MATERIAL METS EACH OF I a ,44. , SEPTIC SYSTEM tJ cs ``.�„ r =9.21 1 cn THE FOLLOWING SPECIFICATIONS: E OF REQUIRE LEACHING _M iLITY I(OUT)=9.21 Oct BATH I co . � . • ° ` . >.a : . . , _�:.,, 10 � 0 LIVING LIVING � � =' .0 REPAIR M MUST PASS #4 SIEVE DESIGN PERG. RATE. <2 MIN/INCH „ o � � � 0 , Is;.. �'� • 100% ROOM ROO,P j a . t _ PASS 50 SIEVE aR 10 ry_ ,r"' 10% MUST # LONG TERM APPL f2AiT=: 0.74 GPD/SF BR1 BP1 2 . ``�`�,,.� `•L.�-�... 74 PD SF - 297 SF _. 3 C ¢.. O 20 MUST PASS #100 SE VE 220 GPD •� 0. G / ii . . ; . � ,...�.. - 0-5%WUST PASS #200 SIEVE SIZE OF LEACHING FACILITY PROVIDED _ ° s CONCRETE BOUND I �� . .f-.. •.pe . • , 0 FOUND & HELD APPROXIMATE. THE ENGINEER . I ..... °��::. ° eh�PLl*x s. EXISTING UTILITIES wHERE,I SHOWN ON THE PLANS AREA Rox DON RUAD USE A 28 X 12 LEACHING FIELD. GIS P, Pf�S ,, l' _ DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE 2 HU S FLOOR PLAN INFORMATION WAS P OVIDED BY NOTE 0$S (A'TION .� > - Q Q 17-91) SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS . BOTTOM AREA: 28 X 12 = 336 S.F. OWNER OF THE PROPERTY. PROPOSED 5 :PORT I X 1 .3 c, /'�'�` OVERDIG _ -GAZEBO L d.� 1 15 TOF=12.1 OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF IN _ :' _ TING SYSTEM EFFECTIVE LEACHING AREA - 336 S.F. EXIS b P ENT�S TO BE �� .t TP --1 '� CONSTRUCTION. IF ANY �{SCREPANCIES ARE DISCOVERED OR FIELD CHANGES COM a nt R SHALL NO THE ENGINEER IMMEDIATELY. I Q� aISPOSED REQUIRED, THE CONTRACTO H YARMOUTH /� p (� TH 336 S.F. X 0.74 GPD/S.F. = 249 GPD (INSTALLED CAPACITY) R MOVED do tl WEST 1 ARM V U I ACC DANCE WITkf = f BENCH MARK: 249 GPD > 220 ,GPD (29 GPD RESERVE CAPACITY ...PROVIDED) � � � TITLE V f 1 (OUT} -9.97 � ,�� -�•••., '�-� TOP OF CONCRETE BOUND i '� � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE MASSACHUSETTS r O ELEV. =8.92 (NAND 8$) PROPOSED CONSTRUGTIO ACTIVITIES WITH DIG -SAFE AND. THE APPLICABLE UTILITY COMPANIES, AND SHALLOMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS BARNSTABLE COUNTY) IN SERVICE. �. {i3ctr1� �St - CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, �j ('� 'j (''� It � `-� � o�� -' I Or• - =12.7. a -� � - 1,500 GALLON SE[�" TI 1.i TAN H �"� i V cU = It i Fi =13.8 =r 0- 10 SECTION 40 (1-888 3 7233) A MINIMUM OF 72 HOURS PRIOR r0 THE START OF a t i O 0 0 .,. - _ _ o, _ CONSTRUCTION. �- PIAN a �, SITE IA NOT TO SCALE „ ' THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION RAISE AT LEA T ONE EXISTING COVER �� r _. RINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR NOTES: » � I �� .. ,�. 12.0 OR :USE OF A GARBAGE TO WITHIN 6 FINISHED GRADE TIC TANK SHALL BE STEEL REINFORCED CONCRETE. RISER SN LL BE 18 HDPE PIPE 15.240(4}. 1. ' SEP THE R � - C NK SHALL BE CAPABLE OF WITHSTANDING H-10 �.,� s,� !-+ �,; t, 2. SEPTI TA �. X 11.4 AUGUST 7, 2019 LOADING. CONC. COVER t ; CONCRETE CONSTRUCTION » t = r 3. ALL PIPE CONNECTIONS AND ON 6 MAX. SHALL BE WATERTIGHT. LOCATED 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE L OC ,^ t LC)T22-A WITHIN 12» OF TANK WALL AND ACCESSIBLE FROM TANK GRAVEL � � .,o INSPECTION PORT COVER. N07 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. X 1'0 SCALE » 11.6 S� 10--6 a .. , �. 2� �. � • REVISIONS: 0 MINIM= » » CROSS --SECTION 1 3 4 TO 1-1 2 / /J NO. DATE DESC. 1 8/26/19: RELOCATE S.A.S. 2 9/20/19 PER HEALTH DEPT CRUSHED STONE BOTT�MO kEVEL « STABLE BASE �6 MINIMUM PLAN VIEW TO THE BOTTOM OF THE 1=9.2i « 4 SCH. 40 PVC 1=8.70 F , ��IV® « « DOUBLE WASHED STONE AND SEED 3/4 TO 1-1/2 p I STONE :: :: I=9.46 - PLAN VIEW 0 MINIM= » » CROSS --SECTION 1 3 4 TO 1-1 2 / /J VIEW - R INSPECTION PORTISHALL O p EXTEND � � �' 349 main Street -Route 28 CRUSHED STONE BOTT�MO kEVEL « STABLE BASE �6 MINIMUM PLAN VIEW TO THE BOTTOM OF THE 1=9.2i « 4 SCH. 40 PVC 1=8.70 F , ��IV® « « DOUBLE WASHED STONE AND SEED 3/4 TO 1-1/2 p I STONE :: :: I=9.46 f=9.12 1=8.95 ..DOWN SM SAND AND YSTE INTO THE 02673 PERFORATED PIPE. - 5 OUTLET _ DISTRIBUTION N BOX DETAIL(H-10 r '' NATURALLY OCCU RING PERVIOUS .r - ULf 01 NO 1 4.0 SEPARATION Permit va:!J for REPAIR, G 1:7 IiC '.�.ry� ;. 508 778 8919 O BOTT OM E3 SEPTIC TANK �L4.'LE; SUBGRADE f3F4LV, due to State and Local sq;' .1c v� ;.:c LE ACHING_ FIELD DETAIL- - NOT TO SCALE - ,. � O _ DEPT. . - - REMOVABLE » 6 MAX. - HEALTH NOT TO SCALE MIN. 2% SLOPE OVER LEACHING FIELD OVER « « a 2 MIN. OF 1/8- TO 1/2 - /2 DOUBLE WASHED STONE COVER _ TYPICAL SYSTEM PROFILE OF �Q`j�+,ugssq PREPARED FOR: LATERALS SLOPE LA HDPE RISER �` Noir To SCALE » 40 PVC - �° � KIERAN J a WAYNE WALLERMAN 12 MIN. COVER - � ,• a = - AT 0.005 FT"/FT 1 3» 2 WALLS « � 21 '�'"''� I 4 SCH. _ . 1 EL 2.7 =0.01 o .., 0 HEALY N 0 NO. ° 18 HUDSON ROAD _ WEST YARMOUTH MA 02673 TOP FOUNDATION FIRST PIPE LENGTH �,��€P,1STER�� TO BE SET LEVEL EL.=11.0 a SCH. 40 PVC FOR MIN. L=1 0± FT. FINISH GRADE S=0.04EL. 10.5-11.2 e SCH. .40 PVC x.. EL.=9.35 LEACHING FIELD BSkj RI' OF I Lt 2« -1 ' - R � � �' 349 main Street -Route 28 « 4« MIN. LOAM I 3/4 T4 1-1 /2 BOTT�MO kEVEL « STABLE BASE �6 MINIMUM PLAN VIEW =9.97 1=9.2i I=8.85 1=8.70 West Yarmouth, Massachusetts « « DOUBLE WASHED STONE AND SEED 3/4 TO 1-1/2 p I STONE :: :: I=9.46 f=9.12 1=8.95 _ 0 EL -8.2 J 02673 CONTAINING NO FINES CRUSHED - 5 OUTLET SECjIQN MEW 177111171111111111111 .r D -BOX 1 4.0 SEPARATION Permit va:!J for REPAIR, G 1:7 IiC '.�.ry� ;. 508 778 8919 O BOTT OM E3 SEPTIC TANK �L4.'LE; f3F4LV, due to State and Local sq;' .1c v� ;.:c GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2» PEASTONE LAYER 5 OVERDtG T NOTES: EL.=4.2' IoW rd of Health review and approval FID S Group,Inc. OF LEACHING FIC 2019 The BSC v ns/altera3io��, f -^Yore additions/repo atto P EXCEEDS 0.08 FT. FT OR MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED EST. H GH GROUNDWATER staff T EOR BAFFLE WHERE SLOPE. OF PIE E % � • n � s/dwclein . 1. PROVIDE lNt..E 7E sewage facilities and/or structure � , IN PUMPED SYSTEM. IN THE TRENCH OVER ALL PVC PIPING ` SCALE: 1" � 20 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ( Yarc ouBh llt alth t13ISartinetiE A ONCR AND G ALL PIPE CONNECTIONS 3.�� t 40 €Ir I 4: FILL ALL UNUSED KNOCKOUTS WITH MORTAR. I t; s., 0 10 20 .....-� ...\..r., �.... ,ter MA,rr•n -rn URTWIM a IAlfUgrt (1s= 1=1MMI-IM MAnp, i�i•iit.��:rtiii(�)r.•yly,�� •ry;�yr+ i•f_01 5 OVERDtG T NOTES: EL.=4.2' IoW rd of Health review and approval FID S Group,Inc. OF LEACHING FIC 2019 The BSC v ns/altera3io��, f -^Yore additions/repo atto P EXCEEDS 0.08 FT. FT OR MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED EST. H GH GROUNDWATER staff T EOR BAFFLE WHERE SLOPE. OF PIE E % � • n � s/dwclein . 1. PROVIDE lNt..E 7E sewage facilities and/or structure � , IN PUMPED SYSTEM. IN THE TRENCH OVER ALL PVC PIPING ` SCALE: 1" � 20 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. ( Yarc ouBh llt alth t13ISartinetiE A ONCR AND G ALL PIPE CONNECTIONS 3.�� t 40 €Ir I 4: FILL ALL UNUSED KNOCKOUTS WITH MORTAR. I t; s., 0 10 20 .....-� ...\..r., �.... ,ter MA,rr•n -rn URTWIM a IAlfUgrt (1s= 1=1MMI-IM MAnp,