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HomeMy WebLinkAboutEngineered Plan - 2003• AUGUST 6, 2003 SEPTIC TANK DETAIL: 1,500 GALLON H-10 DISTRIBUTION BOX DETAIL: NOT TO SCALE SOIL TEST PIT DATA. LEACHING FIELD bETAIL: NOT TO SCALE TEST PIT L INDICATES NOTES: WATERPROOF AT FACTORY NO. OF OUTLETS 5 GRD. EL. 8.6 7 OBSERVED sm L SEPTIC TANK SHALL BE STEEL » 2.4 - GROUND WATER INDICATES REINFORCED CONCRETE. BUOYANCY CALCULATION: FINISHED GRADE 36 MAX .COVER GW. EL PERC. " DAM SANDY 2.5YR 4/1 TEST I Z. SEPTIC TANK TO WITHSTAND H-10 LOADING BUOYANCY FORCE = 9,600 LBS REMOVABLE 2 WALLS NOTES: ! FINISHED GRADE " 3. ALL PIPE CONNECTIONS AND CONCRETE COVER I SS SLOPE DAM SANDY 10YR 5/6 INDICATES INDICATES CONSTRUCTION SHALL BE WATERTIGHT. WEIGHT OF TANK = 11,480 LBS �,- 1, DIST. BOX TO WITHSTAND H-10 LOADING \ 9. % R DATE:y ESTIMATED 4. FILL ALL UNUSED KNOCKOUTS WITH WEIGHT OF SOIL = 5,000 LBS v: a..�.y y..�.ti: �.••• �• v.: 2 UNSUITABLE roc a UNLESS UNDER PAVEMENT, DRIVES OR i CAP ENDS 7" 8 6/03 - SEASONAL HIGH INLET TEET / MORTAR. ' T TRAVELED WAYS WHEREIN H-20 LOADING 4" PVC ' '_` ' ' -S.=,• �' EDIUM SAND 10YR 6/6 GROUND WATER MATERIAL NET - 6,880 LBS + WONT FLOAT 4' PE�2F S�li 40 �'�(C Q.00si' TEST BY: 5. INLET AND OUTLET TEES TO BE CAST IRON,' » SHALL APPLY. ° " ° ° " ° ° ° ° " a ° ° • 15 ,� of acfi 9!°a. °bPagf �°q9f °+�°aM,`. , THE BSC GROUP, INC. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 2-24" DIA C.I. 80 MIN. MANHOLE COVERS -7- �� � W �� �� � �$ � 6• n� ( i ) A T' 2• PROVIDE INLET TEE OR BAFFLE WHERE / ° "e° ° ° + ° ° ° ,4 C° ,4 ° + o WITNESSED BY: TEES TO BE CENTERED UNDER MANHOLE COVER. TEE TO BE UNDER BROUGHT TO FINISH GRADE (BOLT ON) 6" 5,5" OUTLETS 8 a e° SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR \ / AMY VON HONE M.H. OPENING 12" MIN. ''v"'' ' IN PUMPED SYSTEM. I LEVEL BOTTOM COVER EL 9.1 3" `°,o�ja0or ' �,cr Q1a�,cr �b°ea�°ra L- » 34' PERC. RATE: HIGH GROUNDWATER COMPUTATION RAISE M.H�W !2 3. FIRST TWO FEET OF PIPE OUT OF DIST. ` 4 BOTTOM ON LEVEL 6" 1 MIN CRUSHED PROFILE -MIN./INCH (BASED ON TP#1) 10'-6" SEWER BRICK EL 6.57 STABLE BASE" BOX TO BE LAID LEVEL. r, - .. r . " 4. ALL PIPE CONNECTIONS AND CONCRETE 10'-0" &MORTAR 12" CROSS-SECTION STONE BASE SOIL EVALUATOR DEPTH TO WATER 7.5 ; INV 6.4Q NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. 36" MAX. - 12" MIN. COVER INDEX WELL » CRAIG FIELD MIw-2s r� 3 „ 74 (ELEV 2.4) WATER LEVEL RANGE ZONE A 10" 14 SOIL CLASS: CURRENT DEPTHOINDEX WELL(7/03) 7.6 PRECAST SEPTIC TANK r� " .,- INLET TEE 90" 1 WATER LEVEL ADJUSTMENT 1.3 - - C__ 120" DEPTH TO ADJUSTED HIGH WATER 6.2 5'-2" 4'-6" 4'-0" MIN. ea• a off r 5-8" _ 15 1/2" Z = ' UQUID DEPTH EL = (-1.4) L.T.A.R. - 5'-s" K ��) > 0.74 G.P.D./SQ.FT. == r d 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. / 2% MIN. FINISH GRADE 4" MIN. LOAM & SEED LOAM & SEED DISTURBED AREAS p 15' MIN _ Q 6' T�' �'�'�dc{°�QQ�`b,'�4�r �'+°a a°+°+°'► MIN. OF 1/ 8" TO < r �'� 1/2 WASHED STONE 3/4" TO 1-1 /2" PLAN VIEW BOT. EL. 1.9 NGVD �e BOTTOM ON LEVEL STABLE BASEc 3» L� .� DOUBLE WASHED 71/2 STONE (NO FINES; NOT TO SCALE 6" MIN. 3/4" TO Ag:'�- �'�`W�� ICROSS-SECTION VIEW PLAN vlEw ADJ. WATER LEVEL 2.4 NGVD 1 1/2" STONE INSPECTION SCHEDULE � d 9A o r g 103440!41 I 3' I 6' 1 6' I 3' t (NP) CROSS-SECTION "ESIGN CRITERIA: � �� � LOT 6 ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SEPTIC SYSTEM ~ DESIGN FLOW: i AND THE PUMP MECHANISMS HAVE BEEN INSTALLED. CBDH ~�♦ N 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. FOUND 1112 X 9.3 'Q o`-'/ X 9.7 REQUIRED SEPTIC TANK: 3�o ! 440 X 200% = 880 GAL. \ 14.7' 'c� s 75• �♦ ��Z� !SEPTIC TANK PROVIDED: = 150 AL. VARIANCES REQUESTED: \ w 14.0 �\ 4'°°M s --7-- - W ` $ 62 NONE: �\ I ♦ SIZE OF LEACHING FACILITY REQUIRED: J w waft X 9.6 o `� W ♦� DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0.74 35.7 � n � ♦ 10.0 G. P.D/S.F. INVERT ELEVATIONS: J/ #SIZE OF LEACHING FACILITY PROVIDED: 9.9X 440 GPD _ 0,74 SF/GPD = 595 S.F. LOT 7 ft -ft ftkft N F / !' - : \ ���.� ��`�� - ' . \ CBDH USE LEACHING FIELD TOP OF FOUNDATION 8.80 A z WILLIAM QUINN / ! ♦ / \ � \ FOUND / � 9.4 " 7.00 B ASSESSORS MAP 25 / EXISTING / \#1 � - ' V � � BOTTOM 18 x 34 612 S,F 4 IN ERT AT PIPE AT END. PARCEL 122 A'ROPOSED " INVERT AT SEPTIC TANK IN 6.40 C � F. 4 . INVERT, _ /ADDITION 2 BEDROOM \ %o . fir. -' -- 1,100f S. DWELLING 135.0' : " L PKOP �'�� `" /. \ _ / l OSED18, / \ I b12 S.F X 0,'I4 Si- /GPD � GPD 4" INVERT AT SEPTIC TANK (OUT) 6.15 D / PROPOSED . - lg 4" INVERT AT PUMP CHAMBER IN 6.10 E \ \ 4 BEDROOM %� Qc_-3 X 34' CE 1 ( ) DWELLING ���` s ♦l �►�� AGFSE4" INVERT AT PUMP CHAMBER (OUT) 5.85 F \/ TOF 8.80 � ' \�D LOCUS INFORMATION E / PROPO QED \ `' .: _ � _ �ftft _ D 4" INVERT AT DIST. BOX (IN) 8.27 G X�sT/N� e \ DECK o ��0`t / BOX I CURRENT OWNER: WILLIAM F. QUINN „ 8.10 �,, .. - :: _ : •. 9.4 4 INVERT AT DIST. BOX (OUT) H / M�iVOus A� \ GAS 20.p' \ rte. = ` _ : : : _ _ I TITLE REFERENCE: BOOK 15042, PAGE 161 METER ♦ � .� .. - f . ,1 R/� W S > -00' 21'5 o PLAN REFERENCE: PLAN BOOK 92. PAGE 45 fkjsT/ q Y\ -� L �► i I o Nc e!TUiy� ♦ // EXISTING CE S'S ROP. 150 J �� ► ^� I ASSESSORS MAP: 25 INVERTS AT LEACHING FACILITY: N��S P �� " / POOLS TO BE♦: GAL S.T. I PARCEL: 122 4" INVERT AT BEGINNING �w 0 p OHW\ \ CRUSHED AND \�� PROP. POLO 9.0 I i RESIDENTIAL ZONE: R-25 `VEllq Y \ , / REMOVED FRON� i o SETBACKS: FRONT 30' OF LEACHING FIELD 8.07 J BREAKOUT ELEV. 8.60 oHv+ ITE IN ACCORDANCE ) I o , .� \ PROPOSED EXISTING SIDE 2 4" INVERT AT END OHW ` 13.6'/ �� TH TITLE 5 // RESERVE SHED LIMITS OF I M REAR 20' \ EXCAVATION j OF LEACHING FIELD 7.90 K i ,� �J \ \\ '� 8� / / SEE NOTES MINIMUM LOT SIZE: 25000 S.F. ELEVATION AT BOTTOM t / N 7S•4j,co y� 5 AND 6 OF LEACHING FIELD 7.4 L W 158-62'1 / ` EXISTING LOT SIZE: 11,1001 S.F. ♦ / / ' . LOT 8/ 12.0 ` 26.5' GROUNDWATER // (10' MIN) 16.2' OVERLAY DISTRICT- NOT A ZONE II ADJUSTED GROUNDWATER 2.4 M � FLOOD ZONE: A-9, EL 10, DATED 7/2/92 PANEL #250015 0006 D PLAN VIEW PUMP CHAMBER DETAIL: 1,000 GALLON -20 HUD a SCALE: 1 = 10 FEET N0.33 Mg WATERPROOFED AT FACTORY Oil .: 8'-0"--�3"�- i 0 5 10 20 DOSING CALCULATIONS: 3> d LOCUS RE .DRIB/ E so��N sN� NANTUCKET SOUND 1,500 GALLON 1,000 GALLON PRECAST CONCRETE PRECAST CONCRETE SEPTIC TANK PUMP CHAMBER 6" STONE BASE IDA I UM: VERTICAL DATUM: N.G.V.D. BENCH MARK SET: i TOP OF FOUNDATION ELEVATION 8.80 NOTE: ADD 18" Cl FRAME COVER ON D -BOX ADD 2" TEE AT END OF FORCE MAIN T0� FINISH GRADE FIRST PIPE LENGTH i TO BE SET LEVEL ER ( FOR MIN. 2' FINISH GRADE EL 9.6 ELEVATION 9.5 r-4," PVC EL 9.0 _ �= J LEACHING FIELD " PSC FO _ BOT "ELEV.-: L.44. :51 AfRATIIUN. SAND FILL SEE ADJUSTED (NGVD)' NOTES 5 & 6 s" STONE BASE GROUNDWATER = M PUMP CHAMBER IBUOYANCY CALCULATION: BUOYANCY FORCE = 6,800 LBS H-10 1000 GAL. WEIGHT OF TANK = 8,240 LBS WEIGHT OF SOIL = 3,500 LBS NET - 4,940 LBS + WON' FLOAT I REVISIONS �(z 3 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 PROFILE: NOT TO SCALE: LAN: NO SCALE PROPOSED LEACHING FACIUTY NOR ANY KNOWN WELLS PROPOSED WITHIN DESIGN FLOW TO CHAMBER = 440 ,GPD ALL TOPSOIL, SUBSOIL AND OTHER A PUMP POWER OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL REQ'D EMERGENCY STORAGE = 440 GAL 28 MPIN <5 % OF No. 4 SIEVE SHALL & FLOAT (BRING TO WITH 6" 4'-5" 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. EMERGENCY STORAGE PROV'D = 550 iGAL STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPUCABLE U11UTY CONTROL CABLES A DIG -SAFE SHALL BE NOTIFIED PER WILLOW ST © AT ITL. 1-800-322-4844. THE NUMBER OF DOSING CYCLES = 4 PER DAY = 5 IN',HES U11UTIES AND SUBSURFACE STRUCTURES L0CUC ELEVATIONS OF UNDERGROUND U11UTIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTIU11ES AND STRUCTURES AS REQUIRED PRIOR O 8. THIS SYSTEM IS NOT DESIGNED FOR DEPTH PER CYCLE A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED 4" PVC A'UU Z x 2003 HEALTH DEPT. BSC GROUPw 657 Main Street, Unit 6 W Yarn oath Massachusetts 35.4.1 S.F. X 0.42' X 7.48 GAL/CF = 100 ^AL/DOSE SEWAGE DISPOSAL SYSTEM DESIGN ��: 'LCH40�. 6 PARKWOOD COURT INLET MASSACHUSETTS e1w �w�� DESIGN TDH = 8 FEET 6 PARKWOOD COURT SOUTH YARMOUTH, MA 02664 DATE: AUGUST 21, 2003 TEE MIN. CHECK: D. CRISPIN DESIGN GPM = 70 GPM FIELD: D. G. / E. K. FILE NO. 8568-EXC.DWG 3 WALLS =D 1=E JOB NO.4-8568.00 i -► �. ��. I = 24" DIA MIN. C.I. MANHOLE COVER NOTES: FIN. GR. 9.1 BROUGHT TO FINISH GRADE / BOLT ON COVER N /w*// // ///,� //C 1. PUMP CHAMBER ' '0 WITHSTAND TOP EL. 7.27 H-10 LOADING 1 FROM SEPTIC '� . 2" PVC " 2. ALL PIPE CONNE:TIONS AND CONCRETE INV.-- 6.10 TAS SECURE CHAIN DISCHARGE CONSTRUCTION SHALL BE WATERTIGHT. TO WALL PIPE 5'-8" EMER. 25„Co Q -1/4- WEEP HOLE 3. RAISE MANHOLE {"0 FINISH GRADE WITH A ALARM ELEV. 2SOR' = 2 UNION SEWER BRICK AICD MORTAR. FULL OUTER 0 _ = LO m o VALVE MORTAR PARGE 10 PROVIDE WATER TIGHT D 3 PUMP ON EL. CHECK 6" o 0 2" SCH 80 SEAL. G Y Ce -_ inZ) o m PVC THREADED PIPE 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE 'NTH LOCAL BUILDING AND 0 Q U PUMP OFF EL. w 3 MERCURY FLOAT £ (on LE12 VEL CONTROLS WIRE CODES AND; SET OUTSIDE TANK. > PARKWOOD BOT. EL 1.6 = . 6.0 �' ,- SRM 4 SEWAGE 5. 1/4" WEEP HOLE, TO BE INSTALLED ABOVE P'I ROAD . PUMP 0.4 HP 2" UNION �� •�(//,( "MYERS" C 6" MIN. 3/4" TO 1 1/2" STONE OR EQUIVALENT LOCATED UNDER MH 6. PUMP AND ALARIA TO BE ON SEPERATE (TI ADJ. WATER LEVEL 2.4 NGVD NOT TO SCALE 70 GPM ® 8' TDH CIRCUITS. 3> d LOCUS RE .DRIB/ E so��N sN� NANTUCKET SOUND 1,500 GALLON 1,000 GALLON PRECAST CONCRETE PRECAST CONCRETE SEPTIC TANK PUMP CHAMBER 6" STONE BASE IDA I UM: VERTICAL DATUM: N.G.V.D. BENCH MARK SET: i TOP OF FOUNDATION ELEVATION 8.80 NOTE: ADD 18" Cl FRAME COVER ON D -BOX ADD 2" TEE AT END OF FORCE MAIN T0� FINISH GRADE FIRST PIPE LENGTH i TO BE SET LEVEL ER ( FOR MIN. 2' FINISH GRADE EL 9.6 ELEVATION 9.5 r-4," PVC EL 9.0 _ �= J LEACHING FIELD " PSC FO _ BOT "ELEV.-: L.44. :51 AfRATIIUN. SAND FILL SEE ADJUSTED (NGVD)' NOTES 5 & 6 s" STONE BASE GROUNDWATER = M PUMP CHAMBER IBUOYANCY CALCULATION: BUOYANCY FORCE = 6,800 LBS H-10 1000 GAL. WEIGHT OF TANK = 8,240 LBS WEIGHT OF SOIL = 3,500 LBS NET - 4,940 LBS + WON' FLOAT I REVISIONS �(z 3 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 PROFILE: NOT TO SCALE: LAN: NO SCALE PROPOSED LEACHING FACIUTY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACIUTY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER A N OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL NMANHOLE COVERS AS REQUIRED MANHOLE COV 28 MPIN <5 % OF No. 4 SIEVE SHALL PASS No. 200 (BRING TO WITH 6" OF FINISH GRADE) TO GRADE 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 APPUCABLE U11UTY COMPANY AND MAINTAINING THE A DIG -SAFE SHALL BE NOTIFIED PER WILLOW ST © AT ITL. 1-800-322-4844. THE ENGINEER DOES NOT GUARANTEE 4" PVC SCH 40 U11UTIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND U11UTIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTIU11ES 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 4" PVC A'UU Z x 2003 HEALTH DEPT. BSC GROUPw 657 Main Street, Unit 6 W Yarn oath Massachusetts 02673 508 778 8919 Z SEWAGE DISPOSAL SYSTEM DESIGN ��: 'LCH40�. 6 PARKWOOD COURT S. YARMOUTH MASSACHUSETTS e1w �w�� PREPARED FOR: WILLIAM F. QUINN 6 PARKWOOD COURT SOUTH YARMOUTH, MA 02664 DATE: AUGUST 21, 2003 COMP. DESIGN: K. HEALY MIN. CHECK: D. CRISPIN DRAWN: K. HEALY FIELD: D. G. / E. K. FILE NO. 8568-EXC.DWG DWG NO. 5465-01 =D 1=E JOB NO.4-8568.00 -► �. ��. I = Z d F4 3> d LOCUS RE .DRIB/ E so��N sN� NANTUCKET SOUND 1,500 GALLON 1,000 GALLON PRECAST CONCRETE PRECAST CONCRETE SEPTIC TANK PUMP CHAMBER 6" STONE BASE IDA I UM: VERTICAL DATUM: N.G.V.D. BENCH MARK SET: i TOP OF FOUNDATION ELEVATION 8.80 NOTE: ADD 18" Cl FRAME COVER ON D -BOX ADD 2" TEE AT END OF FORCE MAIN T0� FINISH GRADE FIRST PIPE LENGTH i TO BE SET LEVEL ER ( FOR MIN. 2' FINISH GRADE EL 9.6 ELEVATION 9.5 r-4," PVC EL 9.0 _ �= J LEACHING FIELD " PSC FO _ BOT "ELEV.-: L.44. :51 AfRATIIUN. SAND FILL SEE ADJUSTED (NGVD)' NOTES 5 & 6 s" STONE BASE GROUNDWATER = M PUMP CHAMBER IBUOYANCY CALCULATION: BUOYANCY FORCE = 6,800 LBS H-10 1000 GAL. WEIGHT OF TANK = 8,240 LBS WEIGHT OF SOIL = 3,500 LBS NET - 4,940 LBS + WON' FLOAT I 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 FACIUTY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACIUTY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <IO % OF No. 4 SIEVE SHALL PASS No. 100 <5 % OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT ® No. 4 SIEVE .</=6.0 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 APPUCABLE U11UTY COMPANY AND MAINTAINING THE EXISTING UTIUTY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT ITL. 1-800-322-4844. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL U11UTIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND U11UTIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTIU11ES 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. A'UU Z x 2003 HEALTH DEPT. BSC GROUPw 657 Main Street, Unit 6 W Yarn oath Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN REPAIR/UPGRADE 6 PARKWOOD COURT S. YARMOUTH MASSACHUSETTS e1w �w�� PREPARED FOR: WILLIAM F. QUINN 6 PARKWOOD COURT SOUTH YARMOUTH, MA 02664 DATE: AUGUST 21, 2003 COMP. DESIGN: K. HEALY CHECK: D. CRISPIN DRAWN: K. HEALY FIELD: D. G. / E. K. FILE NO. 8568-EXC.DWG DWG NO. 5465-01 SHEET 1 OF 1. JOB NO.4-8568.00