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HomeMy WebLinkAboutApp# 7-A07212" 12" 1 X 8 RAKES W/ MOULD. (TYP.) 1 X 6 RAKE FACIA 71111- W/MOULD.(TYP.) 1 X 5 CORNER BOARDS (TYP.) 1 X 5 CORNER W.C.S. BOARDS (TYP.) ASPHALT ROOF SHINGLES STUCCO CHIMNEY W/BLACK BAND W.C.S. 1 X 8 FACIA 1 X 8 PLANGHER W/CONT. VENT H+ FRIEZE BD. W/ 1 1/4 BED MOULD. W/H KEEP UNIT 12" VENT MIN. FROM o WALL NOTE: 1 X 4 TRIM & CROWN CAP ON ALL FRONT WINDOWS ONLY WOOD CLAPBOARD SILL WATER / © 5" TO THE COCK SERVICE WEATHER FRONT ASPHALT ROOF SHINGLES WHITE CEDAR SHINGLES WHITE CEDAR SHINGLES @ 5" TO THE WEATHER ILL COCK EHIND A/C EEEVATIO"� 6 PNL. STL. �f W/TRANSOM/& PILASTER TRIM STUCCO CHIMNEY W/BLACK BAND BRICK STEP AS PER SPECS. WOOD CLAPBOARD Com? 5" TO THE WEATHER 12" PITCH 12" 12 L^ RDCI W.C.S. W.C.S. NO RAILINGS REAR ELEVATION 0 ASPHALT ROOF SlINGLES FS -606 W.C.S. FURNACE VEN�T) 0 WHITE CEDAR SHINGLES 1 X 8 RAKES 1 X 3 MOULD. (TYP.) W/ RINSE SHOWER & DRESSING W/4" SLAB & ENCLOSURE TYPICAL TRIM: 1 X 8 PLANCHER 1 X 8 FACIA W/CONT. VENT (1 X 10 FRIEZE BD. W/D EN TI L MOULD. ON FRONT ONLY) 1 1/4 BED MOULD. 1 X 5 CORNER BOARDS (TYP.) 1 X 8 RAKES W/1 X 3 MOULD. (TYP. 1 X 4 WIND. T -QN—q�S T ONLY 1 X 5 _CORNER BOARDS (TYP.) 1 X 5 CORNER BOARDS (TYP.) 0 ASPHALT ROOF 1 X 5 CORNER W.C.S. BOARDS (TYP.) 1 X 5 CORNER WHITE BOARDS (TYP.) CEDAR SHINGLES BRICK STEPS AS PER SPECS. ASPHALT ROOF 12 12" W.C. 1 X 8 RAKE BIDS. W/ 1 X 3 MOULD. (TYP.) 1 X 5 CORNER BOARDS (TYP.) ELECTRIC SERVICE 0 4' FROST WALL STUCCO CHIMNEY n ASPHALT ROOF WHITE CEDAR SHINGLES \ W.C.S. � 5 WHITE CEDAR SHINGLES @ 5" TO THE WEATHER u WHITE CEDAR SHINGLES @ 5" TO THE WEATHER 12" 5 5/8" 1 X 5 CORNER BOARDS (TYP.) 1 X 5 CORNER BOARDS (TYP.) NO RAILINGS RIGHT ELEVATION FLYI N G RAKES ROOF LEFT ELEVATION 12" 12" E 2 X 10 RAFTERS_ @ 16" O.C. (TYP.) / I \ LJ �J I OVERVIEW NOT TO SCALE 2 X 12 RIDGE 1 X 6 \ COLLAR TIES @ 48" O.C. 1 X 6. HANGERS @ EA. JST. 1/2 12 CDX - PLYWD. (TYP) RAISE WALL HT. TO FLYING MAINTAIN FACIA HT. RAKES 2 X 4 GARAGE WALL STUDS @ 16" O.C. (TYP.) 12" 8" X 3'-9" 4 CONC. 16" X 9" CONC. 12 FOUND. (TYP.) W/KEYWAY (TYP.) 1 X 5 CORNER BOARDS (TYP.) BRICK STEPS AS PER SPECS. l!Illllii ATTIC 151 PAPER (TYP.) 1/2" CDX PLYWD. SHEATH. (TYP.) 2X10._ RAFTERS @ 16" O.C. (TYP.) (2) 2 X 1 22"HEADER ABOVE OW, HID. OR. 4" CONC. f=LR. OVER COMPACTED SOILS ... __ UNEXCAVATED SOIL CROSS SECTION 1/2" CDX PLYWD. (TYP) 2 X 4 WALL STUDS @ 16" O.C. (TYP.) 8" X 3,-9„ CONC. FOUND. (TYP.) ASPHALT ROOF SHINGLES W.C.S. \N\ RINSE SHOWER & W.C.S. DRESSING W/4" SLAB & ENCLOSURE W.C.S. 1 X 5 CORNER, BOARDS (TYP. WHITE 1 X 5 CORNER CEDAR lid BOARDS (TYP.) SHINGLES WHITE CEDAR SHINGLES NO @ 5" TO THE WEATHER RAILINGS t LEFT ELEVATION 12" 12" E 2 X 10 RAFTERS_ @ 16" O.C. (TYP.) / I \ LJ �J I OVERVIEW NOT TO SCALE 2 X 12 RIDGE 1 X 6 \ COLLAR TIES @ 48" O.C. 1 X 6. HANGERS @ EA. JST. 1/2 12 CDX - PLYWD. (TYP) RAISE WALL HT. TO FLYING MAINTAIN FACIA HT. RAKES 2 X 4 GARAGE WALL STUDS @ 16" O.C. (TYP.) 12" 8" X 3'-9" 4 CONC. 16" X 9" CONC. 12 FOUND. (TYP.) W/KEYWAY (TYP.) 1 X 5 CORNER BOARDS (TYP.) BRICK STEPS AS PER SPECS. l!Illllii ATTIC 151 PAPER (TYP.) 1/2" CDX PLYWD. SHEATH. (TYP.) 2X10._ RAFTERS @ 16" O.C. (TYP.) (2) 2 X 1 22"HEADER ABOVE OW, HID. OR. 4" CONC. f=LR. OVER COMPACTED SOILS ... __ UNEXCAVATED SOIL CROSS SECTION 1/2" CDX PLYWD. (TYP) 2 X 4 WALL STUDS @ 16" O.C. (TYP.) 8" X 3,-9„ CONC. FOUND. (TYP.) 0% vCk Z m / i I 2 1 1 i f t l� 0 o' 0 Z N D ! o � i Y 4441-, Z FJ c D O 2 vmMi X X z 1 p� I t + j t 1 4c/� I klSn ------ z v' r r m 0 m m -i n o 1 I i �' I I I I 11 I 1 `NSF\\ 1 NG T c r tC-) z 0 o v v m mFSO -1 i to vv -i -i in a V) X o C \ I I 1 1+ 1 1 1 1 \ \ 1 1 �KAq f n Q�d M In c No - > cn > ' K z z z Cn \ \ k� o��' I I I I I I I ! I \ 1 Ffiyp r- — o c 3� to rZ*i m 7� a m tg �� rn -0 m m - — —\ \ ��4,?' I \ ! ( I I l \\ \ \ \I 1 1 f N363 \ OX Qd�� v v TI ! 1 \\ \\\\\\ \\`� \\\ It\\ t\\ ; 3SO4F �� m� 2�31S�N�xdW zo o mom l� p y m \\ \ ` \ I ! I 1\ \\ \ \ A 1 \ v w o > m z o Z v D a o o m m _ \\ \ 1 I I 1 \\ \ \ \\ �\ \\ \ \ \ 04• �d 1 �� N z to NNW 0 DD o 0 CO = 0 v can z \ \ d'c�� \ j 1\ \\ \� \\ \\ \ \ \ D yrri v 1 ` \ \ \ \ \ \ \ \ \ \ \ k ? o C) 0 x m / \ \ `7og� \ \ \ \ \ \ \ \\ \ \ zZ \ \ \ \ \ ` \ \ \ l� oo m 00 \\ \ \ \ \ ` \ \ r \ to \ \ mr, N mom\ \ -im r0M\ 1 \ \ \ 1 m D O G7 \oa\i \N NG0U) vai pmm v \ 0 \\ \\ 1 1 1 I�I \ \�� I lu)eo Il `� �\ ��� \ -- coo o N m = zo a \ \ m> 1 �� I \ \ I v \ \�� \\�� D z v \\ \ rim /1 p \ \ m o -v—` a \ �\ \\ — 0 D a o m a \� \\ \\ z° j"`w �r \- \� — \ - �r� _ zm D \\ M 0 co Zv \ \ \ \ \ I \ \ o o, � \ a c c \ \ -\ ( \ Sao \ \ y �. U) U)cn \ \ \ \ \ �o \ \ k 0 2A U) D = �m \\ \�� \ \ \ I\ r:.. Rl� -P.o o i I �i \ �om\ i�� �! J \ \\ \\ \\ \\ \ �� O"\ 1 10 \ \ *02 13 zO \\ \ \\ \\ \\1 N VM\y N V3 \ \\ \� ----- s0 /� "fb�\ G O N \ q> a --i2(n0D-0 2 i—Z TJ o �n��m00 c 9 m vcON �0 N �KcOmwx 44-4 z m x Z r 0 -1 z �M4o D�m�m*7 Z� r t x D 5� ;J� (7 O 1 0 Z t.,-� �c� �> O� >O ED �'`, oD !, *� N e\ '" OzmI�mm .•�; - DSC) m0 wf;;x6_m Ll So CSO 0 000 zW�m?� pp z{ mtnz-< m �l K: D _ n � > n pm 0 0 oto No C tj < Wp Z O co T Z \ m Orn C m . _ . - W rr� to O KK N t/o� o rvim s U LM A> � � c D 0 p (n = L7 Z /� 0y N C7 N� n rn >x C- ;0 OD m 0 N 0oomoz o in a o p 1p��J C n Ln002r m r O 0 m .{ r r0 G7 'o 0 �� v t9 / } �, 1 I�ZrDn 7 0 o X � CA z 0 D\ m o !� Ln C X0 M 0 N O n Oo N n (nrnDmTC tr W m m n Z7 '1 0 D ro V �. N V tD --1 Z� OD N O 00 (DC o M --i2(n0D-0 2 i—Z TJ o �n��m00 c 9 m vcON �0 N �KcOmwx 44-4 z m x Z r 0 -1 z �M4o D�m�m*7 Z� r t x D 5� ;J� (7 O 1 0 Z t.,-� �c� �> O� >O ED �'`, oD !, *� N e\ '" OzmI�mm .•�; - DSC) m0 wf;;x6_m Ll So CSO 0 000 zW�m?� pp z{ mtnz-< m �l K: DT /V D 0 Orn rvim 0 w S mc�p -TI Z Lu N C = (V 0 0 o m -0 D m r 0 7 --i2(n0D-0 2 i—Z TJ o �n��m00 c 9 m vcON �0 N �KcOmwx 44-4 z m x Z r 0 -1 z �M4o D�m�m*7 Z� r t x D 5� ;J� (7 O 1 0 Z t.,-� �c� �> O� >O ED �'`, oD !, *� N e\ '" OzmI�mm .•�; - DSC) m0 wf;;x6_m Ll So CSO 0 000 zW�m?� pp z{ mtnz-< m �l SOIL TEST PIT DATA: TEST PIT _ #1_ TEST PIT #2 GRD. EL. 116.2 GRD. EL. 114.9 EST. HIGH GW. N/A EST. HIGH GW. 104.9 i A 10YR 4 2 LOAMY AND 10" 1OYR 5/6 LOAMY SAND 24" EL = 114.2 10YR 7/4 MEDIUM SAND I EL = 106.2 '120" DATE: 5/16/07 TEST BY: THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: 2 MIN./INCH SOIL EVALUATOR MARK DIBB yC i B i 1OYR 5/6 i LOAMY SAND EL = 112.7 C 1OYR 7/14 MEDIUM AND '6" EL = 104.9 '120" DATE: 5/16/07 TEST BY: THE BSC GROUP. INC. WITNESSED BY: AMY VON HONE PERC. RATE: 2 MIN./INCH SOIL EVALUATOR MARK DIBB SOIL CLASS: SOIL CLASS: 1 1 L. T. A. R. L.T. A.R. 0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. DATUM: VERTICAL DATUM: ASSUMED BENCH MARK SET: TOP OF STAKE SET ELEVATION 112.41 PROFILE: NOT TO SCALE EL= A BASEMENT SLAB CONCRETE COVERS TO WITHIN EL. -114.8 6" OF FINISHED GRADE. MAY 16, 2007 HIGH GROUNDWATER COMPUTATION (BASED ON TP#2) DEPTH TO BOTTOM OF HOLE) 10' INDICATES -L ESTIMATED SEASONAL HIGH GROUND WATER INDICATES V OBSERVED GROUND WATER INDICATES PERC. TEST ®INDICATES UNSUITABLE MATERIAL FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FINISH GRADE EL.=113.5'-114.0 4" PVC SCH 40 u 1=B 1=D � 1=G I=C I -E H 5 OUTLET I -F SEPTIC TANK DIST. BOX 5.1' SEPARATION EST. HIGH GROUNDWATER J INVERT ELEVATIONS: TOP OF FOUNDATION 123.0 CURRENT OWNER: BASEMENT SLAB 115.00 A 4" INVERT AT BUILDING 113.00 B 4" INVERT AT SEPTIC TANK (IN) 112.60 C 4" INVERT AT SEPTIC TANK (OUT) 112.35 D 4" INVERT AT DIST. BOX (IN) 112.27 E 4" INVERT AT DIST. BOX (OUT) 112.10 F 40,000 S.F. INVERTS AT LEACHING FACILITY: 40,360± S.F. OVERLAY DISTRICT: 4" INVERT AT BEGINNING NITROGEN SENSITIVE TWO INCHES. A SIEVE ANALYSIS, USING A #4 OF LEACHING CHAMBER 112.00 G BREAKOUT 112.00 ELEVATION AT BOTTOM ZONE DISTRICT: "C" 7/2/1992 OF LEACHING CHAMBER 110.00 H NO OBSERVED GROUNDWATER BOTTOM OF HOLE VARIANCES REQUESTED: FLOOR PLANS SEE ATTACHED DISTRIBUTION BOX DETAIL: NOT TO SCALE NO. OF OUTLETS: 5 FINISHED GRADE 6" 5,5 OUTLETS T 15 1/2- t 30TTOM ON LEVEL STABLE BASE CROSS-SECTION 30 1/2 - PRECAST /2" PRECAST DIST. BOX k 1/2' PLAN VIEW �- 2" WALLS 2' 1T B. re' 2" MIN. 3/4" TO 1 1/2" CRUSHED STONE BASE NOTES: 1. DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING SHALL APPLY. 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. LEACHING DETAIL: NOT TO SCALE 4 PVC PIPE D -BOX °O ° °pO °° °o o°0 0 0 o p°o° °o°o o°o o °o o°o o°o o 0 0 0 0 0 0 0 000 00 00 o 0 OBS. PORT °° 000 0° ° 4 UNITS HIGH DENSITY c U0 50" 12' o°o POLYETH ENE INFILTRATOR 3050 ° 0 0°00 0 000 0000 00 000 00 000000 00 000000 0 °° 0000000 1 } I 1.5' 15' 2' 15' 1.5' PLAN VIEW - LEACHING CHAMBERS LCAM & SEED DISTURBED AREAS 1111111111111777777777 3' MAX. COMPACTED FILL 36' MAXIMUM 12"MINIMUM ! \ o opo o moo° °a°o 000 0°0 3" LAYER HIGH I`' ` - -. - / SS3• / /j �' ! , }} /! �» 00 � DENSITY 000 00 REMOVE NE PROPOSED 1500 30 24 p 00 POLYETHYLENE 0 p O UNSUITABLE 70" GALLON SEPTIC l EFFEC. Q7 p INFILTRATOR 3050 0 O p MATERIAL FOR � // TANK // / / I DEPTH 000 O LEACHING 0 00 5' ALL AROUND 00 CHP,MBER p IF APPLICABLE � » 3/4" - 1 1 /2" / �• / �/ /' 47 50":=47" WASHED STONE AL ( � pR0o0 / / / ��h CROSS-SECTION OF CHAMBER a / } / PROPOSED / / I<�N / / PROPOSED j GRASS / LAWNIIAREA / 3217' 1 / /. "D" BOX // / /' / DESIGN CRITERIA: ALI 4 6 11 IDESIGN FLOW: / PROPOSED ! / D�CK / 1 ; / ! / 4 BEDROOMS AT 110 G. P.B./D 440 G.P.D. 1' vtv / PROPOSED `V PROPbSED 4 BEDF�OOM / � /1/'�y!/ ! ! l I j i REQUIRED SEPTIC TANK: ! GAR/AGE , DWI`LLING / ;O /I /I / PROPOSED r 440 X 200% = 880 GAL. / SLAB/ 122.2 , TOP' FND 123. / �j `/� 1 12'X35' S.A.S. ! 13KSEMENT 1L5.00 / / / 4 / / SEPTIC TANK PROVIDED' = 1500 GAL. J ELE / / / /Q ET. ' 3.6 122 SIZE OF LEACHING FACILITY REQUIRED: 14.01 / / / 1 \ � DESIGN PERC. RATE: <2 MIN./ INCH TP LONG TERM APPL. RATE 0.74 G.P.D/S.F. 121 PR OSE / OSED/ /ASPHALT ' (/ ,/ �' / ' \ \ 440 GPD + 0,74 GPD/SF = 596 S,F, DPJVEWAY / / / //' / \ \ \ X20/ \ SIZE OF LEACHING FACILITY PROVIDED: USE HIGH DENSITY POLYETHYLENE OP -L// / I /� / < // �� \� LEACHING CHAMBERS(4 UNITS) 12'X2'X35' BEN/CF�IMARK TOP OF STAKE Ir SIDEWALL = 2(12'+35') X 2' = 188 LSE_ f. ELEV 112.41/ 0' T ❑i i = ii�' X 35' = 480 608 S,F x 0,74 GPD/SF = 449GPD DWELLING PROP -LP PROPOSED \- --1"8-- V -' ✓/ ,/ / /i i/ �- --11 RESERVED AREA / / \ GRAVELI RAINAISE - 47' _\77'y-�0 --- 7 -�/ // / // �p$� WATER \ N T 2- /'--/i 1 METER PIT` \ I o. /(- zo �'j' / w. o. DRIVEWAY DRIVEWAY MARK D. DIM CIVIL N0.45937 EXISTING COMMON / DRIVEWAY` N / 706-,I If EXISTING /// DWELLING PLAN VIEW 11 PL E _ \ / SEPTIC TANK DETAIL: 1,500 GALLON / --�� /` SCALE: 1' =- 20 FEET LOCUS INFORMATION CURRENT OWNER: WILLIAM J, THOMAS TITLE REFERENCE: DEED BOOK 4810, PAGE 30 PLAN REFERENCE: PLAN BOOK 518, PAGE 41 ASSESSORS MAP: 134 PARCEL: 44.1 ZONING DISTRICT: R-40 SETBACKS: FRONT 30' ANY KNOWN WELLS PROPOSED WITHIN SIDE 20' 5. WITHIN LIMIT OF EXCAVATION REMOVE REAR 20' MINIMUM LOT SIZE: 40,000 S.F. EXISTING LOT AREA: 40,360± S.F. OVERLAY DISTRICT: OLD KING'S HIGHWAY NITROGEN SENSITIVE TWO INCHES. A SIEVE ANALYSIS, USING A #4 ZONE: NOT A ZONE II FEMA FLOOD RETAINED ON THE #4 SIEVE. SIEVE ANALYSES ZONE DISTRICT: "C" 7/2/1992 ANALYSES MUST DEMONSTRATE THAT THE PANEL #250015 0001 D 104.9 J ' o \ , NOT TO SCALE '�, \ / 0 10 20 40 FT. NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, \ -P i LOCUS PLAN. N❑ SCALE REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. I � \ /' ., TEES TO BE CENTERED UNDER MANHOLE COVER. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR Qq 3 TRAVELED WAYS, WHEREIN H-20 LOADING 2-24" DIA CONCRETE MANHOLES / \ SHALL APPLY. W/ MEA FINISH BR UGHT i \\�� �J y 3. ALL PIPE CONNECTIONS AND CONCRETE PLANT PALLETTE \ j \ \ S`�9 `SR) / A- n N TEE TO BE UNDER \ R ) 0 = CONSTRUCTION SHALL BE WATERTIGHT. 12" MIN. M.H. OPENING d 4. FILL ALL UNUSED KNOCKOUTS WITH �, �, a �" MORTAR. �/ HOLLY \ \ ?6 �P LOCUS N RAISE M.H W 4" � RHODODENDROM �•- 10'-6" � SEWER BRICK _ - e. - . e. :.e & MORTAR 12" BURNING BUSH LP / \ NORMAL WATER LEVEL PRECAST SEPTIC TANK e� 1o" 3" 14" AZALEA // , \ \\ r C INLEr TEE ROSA RAGUSA\Q 5 -2" 4'-6" 4'-0" MIN. co aero aN 9 f1 5'-8" ' - LIQUID DEPTH w S CONTTW k. 31 BEACH GRASS / V \ / / ` \ VVV d CB- �p P z e 0Pc BOTTOM ON LEVEL STABLE BASE 0d°e 3" / j n G LA PLAN VIEW °' g' / `• / = S s" MIN.3 S� � � 1/2TONE CROSS-SECTION VIEW 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 NATHIN 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 457 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) 0%-20% MUST PASS #100 SIEVE (0.15 mm EFFECTIVE PARTICLE SIZE) 0%-5% 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. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONFIRM LOCATION & NUMBER OF INVERTS. 0. THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES THAT MAY BE REQUIRED. 349 Main Street, (RT. 28) Unit D W. Yarmouth MassacIIUSettS 02673 508 778 8919 PROJECT TITLE: DESIGN FOR SEWAGE DISPOSAL SYSTEM REPAIR #692 ROUTE 6A YARMOUTH PORT MASSACHUSETTS PREPARED FOR: MACWELL CONSTRUCTION Mr. JOHN A. MacKENZIE 10 DOLLY STREET SOUTH DENNIS, MA 02660 PH 508-237-6378 FAX 508-394-5594 DATE: MAY 12, 2007 COMP. DESIGN: K. HEALY CHECK: M. DIBB DRAWN: K. HEALY FIELD: P. HAGIST / J. McCARTIN FILE NO. 9231-SEP.DWG DWG NO. 5808-02 SHEET 1 OF 1 JOB NO. 4-9231.001