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Home My WebLink About1 Homer Ave - Sewage Disposal SystemC� REVISIONS NO. DATE DESCRIPTION SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBJTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL' NOT TO SCALE SOIL TEST PIT DATA: MAY 31, 2005 OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN NOT TO SCALE 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER NO. OF OUTLETS : 5 6. REPLACE ALL EXCAVATED MATERIAL WITH 30.0 D -Box 9 TEST PIT #1- MIXTURES AND LAYERS OF DIFFERENT CLASSES NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINI'HED GRADE SIEVE, SHALL BE PERFORMED ON A 4" PVC BY WEIGHT OF THE FILL SAMPLE MAY BE GRD. EL. 78.7 DATE: HIGH GROUNDWATER COMPUTATION REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: PIPE 00 0 0 00 0 0 0 0 0 0) 0 O p 0 p 0 0 0 0 O 0 0 0 0 T EST. HIGH GW. 68.2 5/31 /05 (BASED ON TP#1 2. SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS COVER NOTES: 0 0 0 0 0 p o 0 0 0 0 0 0 0 0 0 0 p p o p o 0 c TEST BY: DEPTH TO BOTTOM OF HOLE 11.0 TRAVELED WAYS, WHEREIN H-20 LOADING SHALL APPLY. COORDINATING THE PROPOSED CON- ti.;y ,y;y ,q:;y ;;y ;; 2. we RAFOM 1. DIST. BOX TO WITHSTAND H-10 LOADING ° 0 4 UNITS °o IOYR 3/1 THE BSC GROUP, INC. LOAMY SAND 13" WITNESSED BY: - INDEX WELL MIW_29 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES f UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING ° HIGH DENSITY ° 50" 12 0 0 ° 0 o POLYETHYLENE INFILTRATOR 3050 B WATER LEVEL RANGE ZONE _� CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT LOCATION AND INVERTS OF UTILITIES SHALL APPLY. o° o ° 0 ° 1 LYNN MULKEEN 1 OYR 5/8 LOAMY SAND PERC. RATE: CURRENT DEPTHONDEX WELL(5/OS) 6.4 _ WATER LEVEL ADJUSTMENT 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE MORTAR. TEE TO BE UNDER 15• 8" 6" " 2. PROVIDE INLET TEE OR BAFFLE WHERE 00 0 00 0 0 00 0 0 opo °°° o 0 0 0 0 0 0 0 0 0 0 0 0 p o 0 0 ° 0 0 0 0 00000 0 0 0 0 0 0 _ _P_- __ 12• MIN. 5,5' JUILETS FACILITY. 24" DEPTH TO ADJUSTED HIGH WATER 10.5 _ M.H. OPENING AVER '"� SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 35' EL = 76.7 -Z-MIN./INCH W. Yarmouth Massachusetts xe A 3" �ea� e ,a ,ea�aa i IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS SOIL EVALUATOR M. DIBB, P.E. SYSTEM REPAIR RAISE M.H r W� 4" 2' BOTDM ON LEVEL 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM & SEED DISTURBED AREAS P.O. BOX 170 ONE HOMER AVENUE 10'-6" SEWER BRICK e.-�--:_ q.e -:_-: ST BLE BASE 6' MIN. 3 4" TO 1 1/2" Cf�USHED BOX TO BE LAID LEVEL CONCRETE DATE: JUNE 8, 2005 -1711 SOIL CLASS: DRAWN: P. HAGIST 10'-0' do MORTAR 12" c CRSS -SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM 1 NORMAL WATER LEVEL a =3- �= CONSTRUCTION SHALL BE WATERTIGHT. 0 p 0 0 p 0 pOo 0 0 0 0 0 o o p o 000 o p opo o p 3" LAYER C 64 " L. T. A.R. L. T. tOYR 7�3 INDICATES ESTIMATED INDICATES _ PERC. - SEASONAL HIGH PRECAST SEPTIC TANK `- t0" 14" ` INLET TEE :S 5. FILL ALL UNUSED KNOCKOUTS 1M M A . PEASTONE T O DENSITY 0000 30" 0 00 O G.P.D./SQ.FT. GROUND WATER TEST a 5'-1' 30 1/2' 24" p POLYETHYLENE 00 0 MEDIUM AND - �O O 050 0 INFILTRACHO INDICATES INDICATES _ O V-2• 4'-6" :� 5'-8' 4'-0" MIN. av eQa ow - _ =: 15 1 2" / I DEPTH `b0 0 0 00 NG �_ OBSERVED ❑ - GROUND WATER UNSUITABLE 5-6" LIQUID DEPTH (GAS �� :c =: PRECAST DIST. 1 � CHAMBER 00 = 126" - MATERIAL r '. �X 47" 3/4" - t 1/2" 50" 47" WASHED STONE 132" � :.e-a�::. •a-8.:: e'+1:: ee •-': : : '.t,e-.. se_:�•::e 12' EL = 67.7 �� BOITOM ON LEVEL STABLE BASE b$a • 3 (- PLAN VIEW 6" MIN. 3/4' Todt``�� CROSS-SECTION VIEW d�4X.�lbX.� 7 )LAN VIEW CROSS-SECTION OF CHAMBER 1 1/2" STONE DATUM VARIANCES REQUESTED: VERTICAL DATUM: ASSUMED .•�. _,► .. "``: DESIGN CRITERIA: NONE BENCH MARK USED: TOP OF FOUNDATION ELEV 80.00 � DESIGN FLOW: It LFAAIG A. cN� 4 BEDROOMS AT 110 G.P.B./D 440 G. P.D. PROFILE:NOT TO SCALE 3880039 EL= A OP FOUNDATION /To FIRST PIPE LENGTH I '► LMO �/ '!i REQUIRED SEPTIC TANK: CONCRETE COVERS TO WITHIN TO BE SET LEVEL - 440 )( 200% - 880 GAL. EL=79.2 6" OF FINISHED GRADE. FINISH GRADE EL.-78.5S-�RGLT 71 FOR MIN. 2' CC \� b/g�is SEPTIC TANK PROVIDED: _SAL• a" Pvcf 4' PVC SCH 40 UP M p,�N �pE YARMOUTH ROAD D 40 BOUND W/REBAR \ \ SCH 40 4' PVC H LEACHING CHAMBER Oy S _ FOUND , ,_ -� ut SIZE OF LEACHING FACILITY REQUIRED: 1g37 LAYOU BRCKEN � DESIGN PERC. RATE: <2 MIN./ INCH _ B 1=D I=G °�� ' ` e: I=C I=E H �- 5 OUTLET 1=F .�` - 4` \ l LONG TERM APPL. RATE 0,74 G.P.D/S.F. DIST. BOX 5.3' SEPARATION ` 440 GPD + 0,74 GPD/SF SEPTIC TANK \N 77.83 \Z.;9 Q \ = 596 S.F. 1 EST. HIGH GROUNDWATER 9.6 y1 \ U) GUT 77•45'p0 79.7 J POLE RAID FEt,CE \\ 1\ \ SIZE OF LEACHING FACILITY PROVIDED: / AN D O4 USE HIGH DENSITY POLYETHYLENE I f �'I; INVERT ELEVATIONS: 31.3' `li WOOD 2 STORY FRAME\� LEACHING CHAMBERS(4 UNITS) 12'X2'X35' 1 TOP OF FOUNDATION 80.0 A\\x 78.5 $ 1 SIDEWALL = 2(12'+35') X 2' = 188 4 INVERT AT BUILDING 76.60 B REPLUMB EXISTING, \ STOOP \1 BOTTOM _' 12' X 35' =.420 4" INVERT AT SEPTIC TANK (IN) 76.10 C X 79.4 \ ,� e6 23 ,S \ 608 608S,F, 4" INVERT AT SEPTIC TANK (OUT) 75.85 D \ X ,-�\\ o _ 608 S.F 0,74 GPD/SF 449GPD 4" INVERT AT DIST. BOX (IN) 75.74 E 14.3 N '� 't\ `p �+ 10° o \ � 2 TIM C> 4" INVERT AT DIST. BOX (OUT) 75.57 F N O,\ Q� -t � 2 STORY �_ 1� \ \ WOOD FRAME INVERTS AT LEACHING FACILITY: $: DWELLING Tp#1 10� \ 1�_ 101, TOF 80.00 10,9' MIN �\6 Q` LOCUS INFORMATION 4" INVERT AT BEGINNING 76.0 CRAWL 10 ��\ L MI V ° \ - LOT 1 OF LEACHING CHAMBER 75.50 G BREAKOUT `1 10' �° i N 1 U 2 14,246± S.F. U ELEVATION AT BOTTOM 3p5 TOO MIN ;\ G 11,8' , 0 \ a N/F EXISTING S.A.S NEWELL REALTY TRUST CURRENT OWNER: JOHN & DIANE RYAN OF LEACHING CHAMBER 73.50 H " / / 4 PVC \\ to TO BE PUMPED, AND ASSESSORS MAP 60 TITLE REFERENCE: DEED BOOK 12085/120 PROPOCSE D f /� / / / 1 8.8 \ REMOVED FROM THE PARCEL 223 ADJUSTED 68.20 J �-A PROPOSED SITE IN ACCORDANCE DEED BOOK 12263/28 PLAN REFERENCE: NO RECORD PLAN GROUNDWATER 11 3' 20? 15' 10' WITH TITLE 5 ROP 15001 \ MIN \ 12'x35' NO OBSERVED GROUNDWATER t°\ NEW FND. WOOD FRAM GAL SE 1 3\ S.A.S. ASSESSORS MAP: 60 BOTTOM OF HOLE 67.70 x UNDER DWELLING NK \ PARCEL: 231 COTTAGE I78.8 256•UP REMOVE 0' SINE ZONING DISTRICT. RS -40 O g,15' 78.5 EXISTING SHED i FENCE SETBACKS: FRONT 3n0' TREE SIDE 20' FIRST FLOOR PLAN SECOND FLOOR PLAN w 77.7 REAR 20' 78 3X7.6' N/F X 203 OVERLAY DISTRICT: NONE -t J. JOHN & DIANE GRAVEL BENOIT RYAN DRIVEWAY NITROGEN SENSITIVE ASSESSORS ZONE: NOT A ZONE II GARAGE MAP 60 % 78 7 MINIMUM LOT SIZE: 40,000 S.F. DINING LIVING 3EDROOM #1 PARCEL 231i � EXISTING LOT SIZE: 12,932± S.F. BEDROOM #3 12,932±S. F. / I POST AND N/F MAX. LOT COVERAGE: 25% (3,233± S.F. ALLOWED) N/F JOHN & PATRICIA CREIGHTON 79.0RAIL FENCE ASSESSORS MAP 60 PRDP. LOT COVERAGE: 19.4% (2,517± S.F.) RICHARD DAVIS 10.3' 78 6 PARCEL 224 FEMA FLOOD ASSESSORS MAP 60 29 6' 78.1 853 DEED BOOK 7329 305 / ZONE DISTRICT: "C" DATED 6/17/86 PARCEL 232 NCE F�23„E #250015 0004 C OFFICE / BEDROOM QICKES FILE COPY KITCHEN GREAT ROOM #2 7 1. N�g02 LOCUS PLAN: N❑ SCALE ENTRY _ Rs 78.6 FAMILY N/F `I RICHARD CRECCO NOTE: 28 } ASSESSORS MAP 60 NEW SEPTIC SYSTEM TO BE INSTALLED CB/DH PARCEL 230 UPON COMPLETION OF ADDITION. FND PLUMBER TO MAINTAIN USE OF FUTURE EXISTING SEPTIC SYSTEM DURING z Z /BATHROOM CONSTRUCTION. J o E3 ADDITION ►j`�7 9 LOCUS -< to N . CB/DH 1W OF yq •,_ \\4 r a Z �C Ao Z FND MARK D. s c S�R� � : DIBB m'I S _ COTTAGE / PLAN VIEW CIVIL U - No.459371i t'P1N INTERIOR LAYOUT SHETCH '��sTe^� .•=`1' BEDROOM #4 _ Fs�o►uL� Q�.F' AS PROVIDED BY OWNER SCALE: 1' = 20 FEET 0 10 20 40 FT. REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 1007 MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE SIZE) 10%-100% MUST PASS #50 SIEVE (0.30 mm EFFECTIVE PARTICLE SIZE) 07.-20% MUST PASS #100 SIEVE (0.15 mm EFFECTIVE PARTICLE SIZE) 0%-57 MUST PASS #200 SIEVE (0.075 mm EFFECTIVE PARTICLE SIZE) 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL. 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. IS N''0' RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHINGI FACILITY. 9. EXISTING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 0. THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES THAT MAY BE REQUIRED. I G 657 Main Street, (RT. 28) Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: DESIGN FOR SEWAGE DISPOSAL SYSTEM REPAIR f HOMER AVENUE SOUTH YARMOUTH MASSACHUSETTS PREPARED FOR: JACK RYAN P.O. BOX 170 ONE HOMER AVENUE SOUTH YARMOUTH MA 02664 (508) 394-3300 DATE: JUNE 8, 2005 COMP. DESIGN: K. HEALY CHECK: M. DIBB DRAWN: P. HAGIST FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 8776-SEP.DWG DWG NO. 5598-03 SHEET 1 OF 1 JOB NO. 4-8776.00 I�� COPY