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HomeMy WebLinkAboutEngineered Plans - 2009ELEVATION SCHEDULE ELEV 1 ELEV 2 ELEV 3 ELEV 4 BENCH BREAKOUT HIGH INV. LOW INV. BOTTOM P1 99.7 99.21 99.00 97.0 P2 1 99.7 1 99.21 1 99.00 1 97.0 R1 99.7 99.21 99.00 97.0 R2 99.7 f 99.21 99.00 97.0 AS -BUILT ELEVATIONS BENCH ELEV 1 ELEV 2 ELEV 3 ELEV 4 BREAKOUT HIGH INV. LOW INV. BOTTOM P1 P2 AS -BUILT INSPECTIONS: SYSTEM STAKED :..................... SYSTEM INSPECTION: .............0 SYSTEM AS -BUILT: ...............� FINISH GRADES.......................0 ■ L W PROFILE Q '�'�� c{ �x � r �PL.�x'z �?Y ' - r .r f, ,• :@ t r i�• 3 EXISTING TOP OF FOUNDATION ELEVATION = 104.31« INSPECTION PORT FINISH GRADE NOT TO SCALE NOTE: ALL PIPE TO BE SCHEDULE 40 PVC WITH SEE DETAIL THIS SHEET) w GLUED JOINTS UNLESS OTHERWISE NOTED. ( T)'+ 4.4 (� v EL. 102.2 NOTE F 2' RTE° 28 3.� 's <srd ; +" a •.'�� a f - '-�u-.�' �J �• INV.(A)=17.0FTTO"Y" O VENT '. .. ' h'� _ Min FIRST OUT OF D-BOX TO BE LAID FLAT. FINISH GRADE = 103.3t SEE DETAIL THIS SHEET) _ r ; 4y��ga• �*A t r y Slj i } v' INV. B 52.0 FT TO S.T. ( T} ~ FOUNDATION (10 FT. MINIMUM) 9" MIN. COVER 42.5'yam•� Q 4 �q sv �i .�,'"�.•�'S y�4S f.;i: �',,C.� .^' ::t{'Wt%J. z $� 4 36" MAX. COVER " z_ 4°, ,t i 4 SCH 40 PERFORATED PVC PIPE y UNTON ST ° ` ' �� F�" .,�n �. r "� 4" SOLID AT 1/4" PER 101 2t r' 3 :' 20.6' FINISH GRADE !. _ ,.� , r'T a �r„yya -w., at !" INSTALL 4" PVC WYE ("Y"} o. 1 FOOT MIN. a" 4 ,4 a 6" OR co ((/ � - s a .a 4. r " - CONNECTOR AT© 4' a a 4 SCH. 40 PVC ELEV 1 I ` i INV.=100.25 S C Ff/FT ALL JOINTS TO BE GLUED c' SCH 40 PVC 4 S=l).)25 FT/FT INV.(A = 100.68 INV. B = 101.36 FSC ELEV .4 °4 100.06 ELEV 4 . 4° , :4 d 4 3" MIN 11" r 2" MIN 5" MIN. 0 1 a - 1,060 GALLON w 0 INSIDE DIMENSIONS VARY z BY MANUFACTURER (6' MINIMUM WIDTH FROM INLET TEE TO OUTLET TEE) ° 440 3AL S=0.012FT/Ft' 4"SCH40 2* of 1,8 -1,2 Ace MMT SOLID PVC Washed Peastone 12p MIN. COVERNq` a MMT--_ MMT (9 MIN. BACKFILL EXCLUDING TOPSOIL) SOUTH E SITE L. Y YARMOUTHZGQ � � � � tih ,,�p�t s;,� �w�y�r �•4���' >��� �>"�°� �:;w��� ` . 6 Q e \.N a FSC < I6 v >3/4" to 1-1/2" i tYN `i 1014 1 a 2 FT. k4 99.86 99.61 Double Washed Stone J 9L , OpyG _ g 3 r r •1ti.. t a - u„ u , 4 ELEV ELEV 99.41 �n NORTH �.! ELEV Bottom of Trench to COVE b evei " 3-1 Y70 x 24" REBAR tip LANDING , X ELEV 2 ELEV 3 REMOVE ALL TOP AND SUBSOIL AROUND AND 14" FOR 4' DEPTH 6-OUTLET, H-2® ELEV 4 THROUGHOUT THE SYSTEM. REPLACE WITH CLEAN SAND AND GRAVEL PER TITLES PLOT PLAN LOCUS MAP ®-BOX (* SEE ELEVATION SCHEDULE) REQUIREMENTS. SCALE: 1 "=500 SCALE: 1 "=2,000 PROVIDE GAS LEACHING TRENCH BAFFLES 4. 4 `•• NITROGEN LOADING LIMITATIONS (310 CMR 15.214-217) GRAPHIC SCALE E.S.H.G.W SENSITIVE AREA: NONE 20 0 10 20 40 o EL.91°9± t� FLOYII�p� PROFILE NOTES UNIT DESIGN FLOW LIMIT : NONE ' PROVIDE 2" MINIMUM (3" MAX.) DROP ACROSS TANK SEPTIC TANK AND D-BOX TO BE SET LEVEL ON 6" CRUSHED 24"DIA. ACCESS MANHOLE WITH HEAVY DUTY CAST IRON UNIT DESIGN FLOW: NO LIMITATION. SEE DESIGN CRITERIA, FROM INVERT INTO TANK TO INVERT OUT OF TANK. STONE BASE OVER COMPACT GRAVEL FILL. ALL TOP AND O FRAME AND COVER BROUGHT WITHIN V OF FINSIH GRADE. PER TITLE 5. SUBSOIL (A & B LAYER) TO BE REMOVED. (TYP. OF 2) (IN FEET) DESIGN CRITERIA 1 INCH = 20 FEET 1,500 GALLON CAPACITY' H-20 24"��ff ACCESS MANHOLE WITH HEAVY DUN CAST IRON ® FRDIA. FRAME AND COVER BROUGHT TO FINSIH GRADE. SEPTIC TANK FLOW AND SEPTIC TANK LEGEND 1 1. BUILDING USE: SINGLE FAMILY DWELLING PROVIDE VENT IF PUMP IS '; t 2. NO. OF BEDROOMS: 4 REQUIRED OR IF TRENCH N/F E;Y/ flArC LiHi� �L1NG 3. DESIGN FLOW: 110 GPD PER BEDROOM LENGTH IS GREATER THAN 50'. N/F 5 y. 4. TOTAL DAILY FLOW (REQUIRED): 440 GPD TEST PIT PERCOLATION TEST 709_A VENT RISER (NO PUMP REQUIRED FOR THIS ~ - CHARLES E. ADAMS a WILLIAM E. LEONARD -- :� r� 1 5. TOTAL DAILY FLOW (PROVIDED): 595 SF x 0.74 GPD/SF = 440.3 GPD ! ( K,t TEE SYSTEM) BA131Bii F. ADAMS A�L,�,tP. �.IEL}NARD J 5. GARBAGE GRINDER: NO SEPTIC TANK S T° PUMP CHAMBER P.C. �. _11- SEPTIC TANK SIZE: 440 GPU X 200% = 880 GALLONS REQUIRED V 2 All MUSHROOM CAP y •�, j f ,_ 'cry 't,� f USE 1,500 GALLON TANK MIN. EXISTING WELL O r SOIL ABSORPTION AREA TEE t\ VENT RISERa w _ (if i tit? ,92' iDECf t' �fi WATER SERVICE W /~ $F'[lfFE'' -- _ r `tzyft�! ---------------- r<G 1. DESIGN PERCOLATION RATE: 2 MIN. PER INCH EDGE OF PAVEMENT FINISH GRADE s- - -3U3-- _ _ ,_ ., . _f F� 1$� f,• 2. SOIL TEXTURAL CLASS: 1 TEE ti, 1 trr--. ,� ' �, } /� 100 FT. BUFFER ZONE LIMIT 3, LONG TERM ACCEPTANCE RATE: 0,74 GPD/SF N/F 4. EFFECTIVE AREA REQUIRED (TITLE 5): LIMIT OF WETLAND • - • - • - - �` 1-..lam '•"`.i `� `�,"i',�r';,"' ,' ROBERT C. MURRAY 440 GPD 10.74 GPD/SF = 594.6 SF f',v`�'�� EXISTING CONTOUR 102 CAP ENCASE BASE �- - .. �= ,�L # # SALLY G. MURRAY 5. EFFECTIVE AREA PROVIDED: --------------- ELBOW CAP IN 1/4 C.Y. 4^y ,s,3Wfi` t SIDEWALL (2) x 2 FT D x 42.5 FT L x 2 TR = 340 SF PROPOSED CONTOUR 102 TEE CONCRETE t - __ S k Yxis SALLY GUADAGNO BOTTOM: 3 FT W x 42.5 FT L x 2 TRENCHES = 255 SF SPOT ELEVATION TOTAL EFFECTIVE AREA: 340 SF + 255 SF = 595 SF X102 ASSESSORS MAP 61, PARCEL 5 - €� ra: <aa' t 6. MIN SEPARATION, BOTTOM OF STONE TO ESHGW: AS -BUILT ELEVATION REQ'D 5 FT; PROVIDED: 5.1 FT t (0.73 ACRES) SEWERLINE S VENT DETAIL flit a. �� 4� LOCAL UPGRADE APPROVAL (SECTION 15.405 (1)(H) OVER HEAD WIRE O.H. W. TO SCALE'100.00, , b INSTALL 1,500 GALLON PROPERTY LINES .. / I s s NONE REQUIRED N/F h"f SEPTIC TANK (H-20) CATHERINE RAE FRANKS, r BENCHMARK. B.M. NO. 2 CATCH BASIN ��- ��r X ,, �Y y � MA NAIL SET IN PAVEMENT ' �" ELEK-f02.52 ASSUMED LOCAL BOAR OF HEALTH WAIVERS F A INSTALL 4 PVC / n fl✓x ti ( ) IRE HYDRANT REVOCABLE TRUST Iv1E ONNECTOR'i NEAR CAP FOR !Nt!=100.25 f, N �, .; WV PROVIDE#i4REBAR ,. ,..' l C .� PROPOSED ..� �gl�.,r ter• ;w ONE REQUIRED. .: � � _ LOCATION PURPOSES ✓ _ s ,• , " WATER GAPE VALVE its' � GARAGE 7�--'-•- ----� �r �'� �i a s 12"MIN. COVER FINISHED GRADE I :� x, r y NSTALL D-BOX (H-20) AND CONNECTING t= �- j t a 2 of 1/8"-1/2" ;� l PIPES. FIRST 2 FT. OF TITLE 5 VARIANCES (310 CMR 15.000) UTILITY POLE -4' WASHED PEA STONE OR MASS DEP 3" MAX COVER hh i {I c> / FROM D-BOX TO BE LAID FLAT 'C' APPROVED GEOTEXTILE FABRIC SCREW -TYPE CAP j ;t j ~ % tom, a „e� y NONE REQUIRED ABBREVIATIONS 4" SCH 40 4" SCH 40 PERFORATED PVC PIPE. r k r REMDI/E ALL TOP AND SUBSOIL �, x102.2'�15.0' PERFORATED PVC PIPE WRAP PIPE IN PERMEABLE Q ` I AROUND AND THROUGHOUT THE SYSTEM. s r GEOTEXTILE FABRIC TO ELIMINATE ;31 REPLACE WITH 777LE 5 SAND AND GRAVEL �p2 S T ` i (10' MIN) % '"' g TP TOP OF PAVEMENT f i NOTE TW TOP OF WALL 3/4 to 1-1/2" SAND INFILTRATION. > r•.. c DOUBLE WASHED STONE t x PER 771iE 5 REQUIREMENTS._ Y r -- Y270 x 24" REBAR � i AJ �� f ��� ; �� ,� � � � � FF FIRST FLFG FINISH OORS TITLE 5 SAND = I i %:. t r� s t LL LOWER LEVEL �. �' _ %• �_,�,.• ; ,.,, •1a a Lei � � + TWO DEEP HOLE AND TWO PERC TESTS ARE REQUIRED WITHIN EACH PROPOSED EXTEND PERFORATED PIPE TO „� l` ,• -�• ,c DISPOSAL AREA (310 CMR 15.104(4)). TRENCH CONFIGURATION MODIFIED AFTER 100,7 BF BOTTOM OF FOOTING NATURALLY OCCURING MATERIAL u TESTING PERFORMED PER REQUEST OF APPLICANT. YARMOUTH BOARD OF TOF TOP OF FOUNDATION 1'R f~` k f y';,l-'""s•�:•.•��'1� tw,s.R' ._. { �.n s "`F} _ OR SAND FILL BELOW STONE _ "-- ✓ /kwrr-. rr, x INSPECTION PORT �, / _ "i �x o o t ti�'► �, HEALTH TO BE NOTIFIED DURING EXCAVATION OF PRIMARY TRENCHES TO k r I b r �, Gt / r r s�..r+t ! :;; a r ,1 N/F NOW. OR FORMERLY �� �t z ENSURE SOILS ENCOUNTERED ARE SIMILAR TO THOSE NOTED IN SOIL LOGS. DC DRESSER COUPLING NOT TO SCALE . ��. i (S J Irv; t I . I IN '=:• si '- - T �.. t > ' N/F709-3 E.C.B. EROSION CONTROL BARRIER ALDEN E FALLOWS � 'ti.'t •• i/ � � l i x'�' 1 ro.%Z,., .,'=%.-•":' C,,, � ��.��' E i � f �`v y y1 ��:.� FM FORCE MAIN '�'.Eit MARJORIE R. FALLOWS FSC FERNCO SHEAR COUPLING •�. ,,`` '� .� ,% j!/ i 'Cja,. - EXI::TisiG t;c.8s ''o i_\ c u�. e•� ;•'%"� 'i: S t Cs �•iJ ) t' I .t p :ter•. �. _ 4 .� 14.9E a �;t�w 3! .1 w -c,_, r -1u �. � •-� �•�.�� MMT MAGNETIC MARKER TAPE I r . •..... , _: r sa sy> `> WV WATER VALVE 709-9 I �< OHW OVER HEAD WIRE 709-4 N ts� I3 t i l B f k, GRADE TO KEEP SURFACE WATER r' / `' ti.i 1. 20 �r �:LXiSRtba 2^ 'r e° OFF PROPOSED TRENCH (2/o MIN) �� f 1. I. I t t I /02'o- " We d o HOLD "BREAKOUT" ELEVATION (ELEV. 1)15' MIN.ItUC1UER� ELEVATION DATUM _ __ _i FROM EDGE OF TRENCH. MATCH EXISTING INSTALL 4 PVI, I' s j I ;ss:• u� G�. CVSTI'fCIIu!��; z w 2 TOP STONE ELEV. PC DATUM:ASSUMED SEE ELEVATION SCHEDULE FINISH GRADE GRADE AT 3:1 SLOPE. 1NSPEC170N PORT V ' s I . { I ,� I I •,•Y.�, 1,.;,, ;; :� .`; .-����, f r z JH f ri1 p B.M. N0.1 COVER i" +-•+. , O� L 'I. I -...I. 'O I:.,».,%•r,4,✓/.„ •....: ��..,%',i. �� .:-A4$ �C`x 1"t t' (' �' s`'�` t NOTE: IF THERE ARE NO BENCH MARKS WITHIN 75 FEET OF THE 2"of1/8"-112" 12'MIN. �y ij Qt k1 Lt iA i /. l� 14si� tart u h i ' 15 FT. ELEV 1 104.8' INSTALL VENT 11.0 ' ' , 1'� ' DISPOSAL SYSTEM TO BE INSTALLED, CONTRACTOR SHALL SET AT WASHED PEA STONE OR MASS DEP ' APPROVED GEOTEXTILE FABRIC ' ' 3.0 RI 1(10 MIN) 'rare 4�v ; LEAST ONE BENCH MARK WITHIN SUCH PROXIMITY PRIOR TO 1 x ! w• EXCAVATION. FOR INVERT ELEVATIONS, SEE } 7 a 6.0i s ` 3 � ELEVATION SCHEDULE 2 FT. �` () _,� q rr51 :• N INSTALL EROSION CONTROL -BARRIER ��. ASSESSORS REFERENCE 3/4" to 1-1/2" u �, `1 ! qa 7c d s z DOUBLE WASHED STONE REMOVE ALL TOP AND SUBSOIL (A & B) AROUN❑ 4 4 �� lt'/ ./ a, F ) {vk 3 FT. AND THROUGHOUT THE SYSTEM. REPLACE WITH ASSESSORS MAP 6 PARCEL 5 BOTTOM ELEV. CLEAN SAND AND GRAVEL PER TITLE 5 `' f - _ _ q r rkr� 1f SEE ELEV. SCHEDULE REQUIREMENTS. ' • �vl;�~�- 1K t L` rwY x SCARIFY BOTTOM TRENCH CROSS SECTION NOT TO SCALE _..-..-�.__._.,.,.�,_....,_.-f3D•{il.Y....•_._.�_...._.v...._..._..__.,........_,_.• JitiYJ».-...___................�J+'._.._....,.... Ci,'dii�.._._...._ ..................._._.._._._ }i.;yf_•.... -• -._.._---•----- ACCC. WHITAKER REVOCABLE TRUST 1 JAMES J. REILLY SUSAN M. DACEY 15' KATHLEEN M. REILLY FINISHED GRADE EL. 102.4E j 3 P1 P2 1 p� 99.7 - - 99.7 _..-.._____ _. BREAKOUT EL 99.7 (MIN) I f �►A� HIGH 99.21 99.21 HIGH LOW 99.00 99.00 LOW SEPTIC P N 97.0 - - 97.0 6 FT. 3 FT. (TYP) (TYP) L6 EL. 91.9t E.S.H.G.W SYSTEM CROSS SECTION NOT TO SCALE �,"r f� . , <*� s RECORD OWNER: 05 t JAMES J. REILLY KATHLEEN M. REILLY ab ✓� 3� r,`� �T�/•�+l }��, L �''t'> i4 3 „J., f b �f. `. ' �.iO} � L �^j****'''nro.yW.G:i w:ir:b+.%wc'.J/.:�+^'•3Y ' ?@RO . . ( 4 /,_:. F0�� DEC Q 7 cJ09 EALI H DEV i'. s NO DATE REVISIONS DRAWN CHECKED LA '�'1d,T�''!j��' �j�j�! ('!�j BY BY LAL. L' 1 �I�..i11 �liEl�l.l. � V GROUP DESIGN - PERMITTING - PEER REVIEW M LAYOUT CLIFFORD E. CARLSON 2 M1111StOn Road, Suite 2G P.L.S. STAMP -� OF Millis MA 02054 F RI?� 1 11/27/09 YARMOUTH B.O.H. REVIEW COMMENTS BMB CEc (978)580-8284 Shmet daw appocanuownean u AR PRECISION BUILT INC. ' 43 PLEASANT STREET, YARMOUTH, MA 49 ELLIOT STREET GiSTER``� �`� S. NATICK, MA 01760 `Fssroela+� SUBSURFACE SEWAGE DISPOSAL SYSTEM T � (781) 263-1600 t L U NO Y LMBER, 2009 BY: BMB DATE: JOB: I SHEET: ! CHK CLC 'I ��w GENERAL NOTES SURVEY NOTES EROSION CONTROL 1. THE PROPERTY IS SHOWN ON THE TOWN OF YARMOUTH ASSESSORS MAP 61 1. ALL CONSTRUCTION OF THE SEPTIC SYSTEM SHALL MEET THE REQUIREMENTS OF AS PARCEL 5, THEREON. CONSTRUCTION SPECIFICATiON 310 CMR 15.00, TITLE V, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH, CONSTRUCTION PERMITS AND ANY CONSERVATION COMMISSION "ORDER OF A LOCUS TITLE IS RECORDEDS FOLLOWS: OWNER: JAMES J. BATHE REILLY AND COUNTY REGISTRY OF DEEDS AT LE MITS NOT CONSTRUCTION KATHLEEN M. REILLY (DEED BOOK EROSION CONTROL MEASURES SHALL CONFORM TO THE FOLLOWING PERC TEST DATA PERFORMED BY: BEVLYN M. BELAND, CERTIFIED SOIL EVALUATOR (JUNE 1995) WITNESSED BY- PHILIP RENAUD, YARMOUTH BOARD OF HEALTH DATE: JULY 09 2009 PERC #: 709-A PERC #: 709-B RATE: <2 MPI RATE: <2 MPI DEPTH: 80" DEPTH: 77" DATE: 7/9/09 DATE: 7/9/09 CONDITIONS AS APPLICABLE. THE CONTRACTOR SHALL OBTAIN ANY PER 20913, PAGE 114). SPECIFICATIONS TO PREVENT DOWN GRADIENT OR ADJACENT AREAS FROM BEING PROVIDED BY THE OWNER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ADVERSELY IMPACTED: OBTAIN THESE DOCUMENTS AND BE AWARE OF THEIR REQUIREMENTS PRIOR TO 3. REFERENCE DEEDS AND PLANS: DEED BOOK 20913, PAGE 114; DEED BOOK certification: CONSTRUCTION. 23419, PAGE 132; PLAN BOOK 75, PAGE 33; PLAN BOOK 77, PAGE 55; PLAN BOOK 1. BARRIERS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH HAY BALE AND SILT SOIL EVALUATION SUMMARY . 357, PAGE 82; PLAN BOOK 476, PAGE 11; LAND COURT PLAN 11258A. FENCE DETAIL SHOWN IN THE CONSTRUCTION STANDARDS. I codify that on June 1995 1 Passed the soil evaluation exaMnetlon approved by the DepeNnent of Environmental Protection pursuant to 310 2. LOCATION OF EXISTING UNDERGROUND UTILITIES/OBSTRUCTIONS/SYSTEMS 4. THE PROPERTY LINES SHOWN HEREON ARE BASED ON AN INSTRUMENT 2. ONCE INSTALLED, THE STAKED HAY BALE AND SILT FENCE SEDIMENT BARRIERS DeepOW!nuflonEk4e Log CMR 15.017toconduct souevaluations andthatattached analysis has been ped«medbymeconsistent wlmthe trawng,expwuseand experienced arc tlharasultsofmysollavalua8on,aslndkated,ontheattachedlo0s.are IRIS.MR SHOWN HEREON ARE APPROXIMATE ONLY. ALL UTILITIES/OBSTRUCTIONSISYSTEMS SURVEY PERFORMED BY COASTAL ENGINEERING CO. INC., AND SHOWN ON PLAN SHALL BE MAINTAINED IN PLACE UNTIL ALL AREAS UP GRADIENT FROM THE Wile # 705-1 NB Srface EL 1M3 W07.rtify Inaccedln ev4th10 15..10 accurate and to aocordancawith 310 CMR 15.t00and 15.107. MAY NOT BE SHOWN. LOCATE AND PROTECT ALL UNDERGROUND ENTITLED, "SITE PLAN SHOWING EXISTING CONDITIONS; JOHN Z. DEMAREST, JR., BARRIERS HAVE BEEN STABILIZED AS SPECIFIED HEREIN. UPON COMPLETION AND Depth from Sail Sail Texture Sal Color Sad Otirr Name BavWn (Quinn) Boland Data 07-14 09 UTILITIES/OBSTRUCTIONS/SYSTEMS, WHETHER OR NOT SHOWN HEREON. P.L.S. NO.36859, DRAWING FILE NO. C17289.DWG, AND DATED, 10-02-09. NO KNOWN PLAN OF THIS PROPERTY EXISTS ON RECORD AT THE BARNSTABLE STABILIZATION OF THE PROJECT, THE HAY BALES AND SILT FENCE SHALL BE Surface Had= (LISDA) (nvNSELL) NbIllirg (Stru-,St-s.Bmbm, 3. INSTALL ALL NEW UTILITIES UNDERGROUND, UNLESS SPECIFICALLY INDICATED COUNTY REGISTRY OF DEEDS. BEING THAT A PROPERTY LINE RETRACEMENT OR REMOVED. (whes) Ccnsiste • %cka el) 0.16 Ap LS 10YR3r2 Routs, dwll% very friable VERIFICATION SURVEY HAS NOT BEEN PERFORMED BY L.A.L. DESIGN GROUP, THIS OTHERWISE. FIRM BEARS NO RESPONSIBILITY FOR THE DEPICTION THEREOF. 3. THE STAKED HAY BALES AND SILT FENCE SEDIMENT BARRIERS ARE INTENDED TO 16-33' B LS 10YR58, veryfriable ACT AS A LIMIT OF DISTURBANCE. ANY LAND DOWN GRADIENT FROM THE BARRIER 33'-108" C FS 25Y&4 10YRN8 T oose, mswautc 4. EMPLOY A LICENSED PROFESSIONAL LAND SURVEYOR TO LAY OUT BUILDING AND 5. EXISTING CONDITION DETAILS SHOWN HEREON WERE DERIVED FROM AN ACCIDENTALLY DISTURBED SHALL BE IMMEDIATELY REPAIRED AND RESTORED TO Mcttls:dstt=,conum SYSTEM FOR CONSTRUCTION. THE SYSTEM SHALL BE STAKED AND FLAGGED FROM ON -THE -GROUND FIELD SURVEY PERFORMED BY COASTAL ENGINEERING CO. INC., ITS ORIGINAL CONDITION. THE DATE OF INSTALLATION UNTIL THE ISSUANCE OF CERTIFICATE OF COMPLIANCE ON OR ABOUT, OCTOBER 2009, AND SHOWN ON PLAN ENTITLED "SITE PLAN BY THE APPROVING AUTHORITY. SHOWING EXISTING CONDITIONS," DRAWING FILE NO. C17289.DWG, AND DATED, 4. ALL DISTURBED AREAS ARE NOT OTHERWISE DEVELOPED OR INCORPORATING 10-02-09. SPECIAL STABILIZATION MEASURES OR LANDSCAPE PLANTINGS SHALL BE LOAMED 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION PLANNING, 6. PRIOR TO CONSTRUCTION OR ANY RELIANCE HEREON, THE LOCATION OF AND SEEDED. NO LESS THAN 4 INCHES OF LOAM TOPSOIL SHALL BE SPREAD AND *N�7MOF2HOLESREQUIF2IDATEVERY PROPOSED DEPOSAL AREA TRAINING, METHODS AND JOB SITE SAFETY. REMAINING EXISTING DETAIL WITH RESPECT TO THE DATA SHOWN HEREON MUST THE AREA SHALL BE SEEDED WITH CONSERVATION MIX. BE VERIFIED BY A COMPREHENSIVE REVIEW BY THIS FIRM. 6. REPAIRS AND/OR REPLACEMENT OF ANY EXISTING IMPROVEMENTS DAMAGED 5. ALL AREAS OUTSIDE THE LIMIT OF WORK SHALL BE UNDISTURBED. DURING SITE pO Sar,dyiyivial Depth toBedroctc >108. DURING CONSTRUCTION THAT ARE NOT DESIGNATED FOR DEMOLITION AND/OR 7. LOCUS IS LOCATED IN A'ZONE C', (AREAS OF MINIMAL FLOODING) AS INDICATED WORK ALL PERSONS AND EQUIPMENT SHALL STAY OUTSIDE THESE AREAS. Depth toGnmxhkater. Statxkg Water in.do Hob Nrne Weeph9fromPit Face None ON COMMUNITY PANEL NUMBER 250015 0004 C HAVING AN EFFECTIVE DATE OF EXISTING VEGETATION SHALL BE PRESERVED. Estate t1I Qntaxiwatevatim Hde 8r' REMOVAL HEREON ARE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIR SUCH JUNE 17,1986. Notes: Sidernaliofexcavaricnedla�sed�enm?,ia art, " DAMAGE TO THE SATISFACTION OF THE OWNER(S).� 6. ALL SLOPES CAUSED BY EXCAVATION OF EXISTING GROUND CONDITIONS OR FILL ` ................................................. .......... ._...................... .„.......... _.................... ._ .............. .......... .. ........................... ..._ PLACEMENT OVER EXISTING GROUND TO CREATE BERMS OF EARTH MATERIALS OR 7. THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING FOUNDATION RESULT FROM RECONTOURING LAND FOR PROPOSED HOUSE LOCATIONS SHALL BE Deep Observation Me Log DESIGN, WHICH WOULD INCLUDE DETAILS AND ELEVATIONS OF FOOTINGS, WALLS, NO GREATER THAN 3:1 HORIZONTAL TO VERTICAL. THE TOE OF SLOPES IN FILL Hde # 790-2 LIB Srf m ] 102.3 AND SUBSURFACE DRAWS TO PREVENT INTERIOR FLOODING. SEE ARCHITECTURAL AREAS OR TOP OF SLOPE IN EXCAVATED AREAS SHALL BE NO CLOSER THAN 5 FEET Depthfran Sail SatdTexuae SotlCdw Sad Otl= AND/OR STRUCTURAL DRAWINGS. SPECIFICATIONS FROM ADJACENT LOT LINES. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL Surface Horn- (USDA) (NHJNSi3L) Nt lug (Stucuae, Stars, Boui lms, RESULT IN ENFORCEMENT ACTION. (fic ) %omwn 8: PRIOR TO IMPLEMENTATION, SEEK ENGINEERING REVIEW AND APPROVAL OF ANY tq 1 0.12 Ap LS I0YR32 Rnots,stteSLs INTENDED REVISION OF HORIZONTAL AND/OR VERTICAL DESIGN LOCATION OF IZr25 B LS 10YR 5/8 Roots, vay friat3e IMPROVEMENTS SHOWN HEREON. PIPE (310 CMR 15.251) 25-36 C1 CS&a 25Y03 17ense.sndlstorYs 36.108" C2 FS 25Y 6/4 7.5YR 5r8 Loose. no sum tm i .9. PROMPTLY NOTIFY ENGINEER UPON COMMENCEMENT OF CONSTRUCTION IN Mottics:protrinent,00nmort ORDER TO ENSURE THAT REQUIRED INSPECTIONS ARE PERFORMED IN A TIMELY 1. BUILDING SEWER: 4-INCH DIA. SCH 40 PVC WATERTIGHT, MIN. SLOPE Ya IN. PER AND EFFICIENT MANNER. MAINTAIN DISPOSAL SYSTEM IN AN UNCOVERED FT CONDITION UNTIL AUTHORIZED TO BACKFILL BY ENGINEER AND LOCAL BOARD OF HEALTH. 2. SEPTIC TANK TO PUMP CHAMBER: 4-INCH DIA. SCH 40 PVC WATERTIGHT, MIN. SLOPE YS IN PER. FT. *NIII`IIMLJMOF2HOLES REWHi i..EDATEVERYPROPOSMDEPOSAAREA 10. NOTIFY ENGINEER UPON DISCOVERY OF UNFORESEEN SURFACE OR SUBSURFACE CONDITIONS THAT MAY IMPACT SYSTEM INSTALLATION, REGULATORY 3. DISTRIBUTION LINES: 4-INCH DIA. SCH 40 PVC, MIN. SLOPE 0.005 FT PER FT., ParentNbterdal(g obgic)LtxaeSarri�rv;itl DepthtoBedroolc >Wg' APPROVAL OR FUNCTION. PERFORATED IN SOIL ABSORPTION AREA (PERFORATIONS DOWN AT 5 AND 7 Depth to Gurdwater Starickg, Water m the HokNorle Weepmg frcmPit Famm Nax: O'CLOCK). 11. INSTALL FINISH RIM ELEVATIONS TO MATCH FINISH PAVEMENT, GRADING, OR��� AclQional Nee S&wall of excavatial cdla tierlting 1(Ydwpth rreastuetrerrt LANDSCAPING SURFACE, UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. DISTRIBUTION LINES FIRST 2 FT DOWNSTREAM OF DISTRIBUTION BOX: SOLID WALL 4-INCH DIA. SCH 40 PVC, LAID LEVEL. .Deep Observation Me Log t 12. PLUG/CAP/FILL EXISTING UTILITY LINES/STRUCTURES THAT ARE TO BE Iioie # 709 3 NB Silace ]7 101.5 I CUT/BROKEN DOWN/ABANDONED, IN ACCORDANCE WITH UTILITY OWNER 5. BED, HAUNCH, AND BACKFILL ALL PIPE IN ACCORDANCE WITH Depth from Sail SalText= Sail Cola' Sal Other REQUIREMENTS. MANUFACTURERS SPECIFICATIONS. ALL JOINTS SHALL BE WATERTIGHT. Surface Hamm (USDA) 04XgSELL) Nbultng (Suicaue,Stories, Boulders, O� %�� 13. WHERE THE WORD "INSTALL" IS USED HEREIN, IT IS INTENDED TO DIRECT 6. VENT BUILDING SEWER THROUGH MAIN STACK IN BUILDING SERVED BY IT. an Ap LS 10YRN8 Rms, very able CONTRACTOR TO "FURNISH, INSTALL, AND PLACE IN OPERATION" THE COMPONENT 17-2�k B LS 10YR SB very Rous. very liable REFERRED TO. 24-64 Ci CSBeCi• 25Y 6'6 Rnas, Jaise SEPTIC TANK (310 CMR 15.221, 15.223, 15.226) 6 -M C2 Fs 25Y6/4 25Y6(6 Loose.nostr= r'" i' 14. THE ISSUANCE OF A CERTIFICATE OF COMPLIANCE IS NOT GUARANTEE THAT MaUes:Faint,00mrort FLOW THE DISPOSAL SYSTEM WILL FUNCTION SATISFACTORILY. 1. MONOLITHIC TANK RATED FOR H-20 LOADING, MANUFACTURER: E.F. SHEA NEW r' / 15. INSTALL EROSION CONTROL MEASURES, SUCH AS SILT FENCE OR HAY BALES AS ENGLAND CONCRETE PRODUCTS, INC., WILIMINGTON, MA, (800-696-7432), OR ��\\\ 4"VERTICAL FACE MAY BE SHOWN HEREON, BEFORE EARTH DISTURBANCE OCCURS. EQUAL. SPECIAL ORDER TOPS. / "1vlll* vIIJMOF2HOI�5RFQUIl2EI�ATEVFI2YPROPOSEDDTSP06ALARFA \, ? _ .. ? ANGLE FIRST STAKE TOWARD 16. THE SUBJECT SYSTEM HAS BEEN DESIGNED TO PROCESS DOMESTIC SEWAGE. HT, USING RUBBER JOINT SEALER AND NON -SHRINK 2. SEAL TANK WATERTIGHT, CONSTRUCTION SPECIFICATIONS i PREVIOUSLY LAID BALE THIS SYSTEM HAS NOT BEEN DESIGNED FOR A GARBAGE GRINDER. GROUT ALONG ALL JOINTS. A WATER TEST MAY BE REQUIRED. Parem M terW J:qnS&t ac DepthtoBedrocic >12W DepthtoQuirdwater.Starriu,gWatermthe Hole, Noce WmipmEromPrtFace: Hale 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY 17. COORDINATE WITH THE OWNER/ENGINEER REGARDING THE REMOVAL OF Fsprrrau dSeasaralHttCivtuxiwater uttheHole 80" ABUTTING THE ADJACENT BALES. 1" X 1" STAKES 1 1/2' TO WIRE OR NYLON BOUND TREES AND OTHER VEGETATION NOT REQUIRING REMOVAL BY REGULATIONS AND DISTRIBUTION BOX (310 CMR 15.232} AdtiomI Notes: .• .............• ......................... • ..• •.............•-•••••-••-••-••------•••......••- ••-•••-•••••-•••-•._ ; - ' BALES PLACED ON " 2' IN GROUND 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 I s CONTOURS CODES. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 1" X 1" I ; Deep Observation Idle Log 18. THESE DRAWINGS DO NOT ADDRESS PLUMBING REQUIRED INSIDE THE - 1. DISTRIBUTION BOX RATED FOR H20 LOADING. MANUFACTURER: E.F. SHEA Wile 7094 LIB Suface EL 101.5 WOOD STAKES DRIVEN THROUGH THE BALES. THE FIRST STAKE IN BUILDINGS TO ROUTE APPROPRIATE DRAINS TO THE BUILDING SEWER. OWNER NEW ENGLAND CONCRETE PRODUCTS, INC., W{LMINGTON, MA (800-696-7432), OR Depdi&om Sad SailTexit¢e SoilCoior Sal Ours EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO t TO O SHALL EMPLOY A LICENSED PLUMBER TO COMPLETE SUCH WORK AS IS NECESSARY A LICENSEDPLUMBER EQUAL. Surface Horizm (USDA) (NILINSELL.) Nbu]ing (S=ftnr,Sales,Boulders, FORCE BALES TOGETHER. I TO DRAIN ALL ER AND TO THE PROPOSED SEWAGE o 2. WHEN THE INLET PIPE SLOPE EXCEEDS 8 /o OR, WHERE A FORCE MAIN INLET IS (Itx�) onwiste '%�`e 4. INSPECTION SHALL BE FREQUENT, AND REPAIR OR DISPOSAL SYSTEM. 0.17 Ap LS 10YR3d2 Roots, very triable REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. ':rr1.F', v Y FLOW SPECIFIED, INSTALL A PVC INLET TEE WITH BOTTOM OF THE TEE ONE INCH 17-28 B LS 10YR5/8 Roots, very friable y v 19. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE ABOVE THE OUTLET INVERT. 29-65 CI CS8da 25Y6(6 name stmIlstotxs 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR vy v Y Vv v I OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 65-125 C2 Fs 25Y613 7.5YRM Loose, rostrttcture y USEFULNESS, SO A5 NOT TO BLOCK OR IMPEDE STORM FLOW OR > v ,y y ti 3. DISTRIBUTION BOX SHALL HAVE A MINIM INSIDE DIMENSION OF 12 INCHES Mottrs: Protrimu, rmny DRAINAGE. l is •:-� Ay ,�a.+ 20. THE DESIGNER MUST PREPARE AND SUBMIT AN AS -BUILT PLAN OF THE SYSTEM. AND A MINIMUM SUMP DEPTH OF 6 INCHES BELOW OUTLET INVERT. SEAL BOX f +'.,, f WATERTIGHT WITH NON -SHRINK GROUT. 21. FOR PROPER MAINTENANCE IT IS RECOMMENDED THAT THE SEPTIC TANK BE INSPECTED ANNUALLY AND PUMPED IN ACCORDANCE WITH 310 CMR 15.351. *vWqMUMOF2HOLES REQUIl2IDATEVERY PROPOSED DISP06ALAREA SOiL ABSORPTION AREA HAY�ALE DETAIL PamrY lVlateatl O. Loose Sanc2J'acdcv'al Depth toBedtncic >12S' V REGULATORY NOTES 1. REMOVE FROM SOIL ABSORPTION AREA ALL TOPSOIL, COBBLES, Depth Starff VdaterfrrtheHolE,N«.......... ......_.......................... WeepurgfimzPaFace: No.e......... NOT TO SCALE LARGER THAN 24 INCHES (LONGEST DIMENSION), OR OTHER UNSUITABLE HahQmAvAter mft Hcie8U' MATERIAL ENCOUNTERED DURING EXCAVATION. AdnaralNcte 1. A LICENSED DISPOSAL SYSTEM INSTALLER SHALL PERFORM ALL WORK ON THE c .................................................... -................... ................................................................. SEWAGE DISPOSAL SYSTEM. 2. SCARIFY ALL EXCAVATION INTERFACES PRIOR TO PLACEMENT OF FILL OR LEACHING AGGREGATE. 2. CONTACT DIG -SAFE FOR UNDERGROUND UTILITY MARKING AT 888-344-7233 (VERIFY NUMBER) AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY 3. WHEN AREA IS TO BE INSTALLED WITHIN A & B SOIL HORIZONS (TOP & WORK AND OBTAIN A VERIFICATION NUMBER. ENGINEER NOT RESPONSIBLE FOR SUBSOIL) OR ABOVE NATURAL GRADE, REMOVE TOP AND SUBSOIL AND OTHER LOCATION, DAMAGE TO, OR REPAIR OF BURIED UTILITIES OR FEATURES. IMPERVIOUS MATERIALS FROM BENEATH THE SOIL ABSORPTION AREA, AND FROM THE SURROUNDING 5-FOOT BUFFER (SEE PLAN), AND REPLACE WITH + 3. OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY REGULATORY AUTHORITIES. SELECT SOIL FILL. PLACE AND COMPACT FILL TO MINIMIZE SETTLEMENT. SCARIFY FILL PRIOR TO PLACEMENT OF LEACHING AGGREGATE. 4. PRIOR TO COMMENCEMENT OF ANY WORK, REVIEW AND THOROUGHLY UNDERSTAND ALL CONSTRUCTION REQUIREMENTS, CONDITIONS, AND LIMITATIONS 4. LEACHING AGGREGATE: % TO 1-Y2 " DOUBLE -WASHED STONE, FREE OF IRON, IMPOSED BY PERMITS AND APPROVALS ISSUED BY REGULATORY AUTHORITIES. A FINES AND DUST IN PLACE. PRECONSTRUCTION MEETING IS RECOMMENDED WITH THE ENGINEER, LOCAL BOARD OF HEALTH AND CONSERVATION COMMISSION (WHERE APPLICABLE). 5. FILTER FABRIC: MIRAFI 140NC OR APPROVED EQUAL. 5. COMPLETE ALL WORK THAT IS OUTSIDE OF BUILIDING AND LESS THAN 10 FEET 6. COVERMATERIAL: FREE OF DEBRIS AND STONES LARGER THAN 3 INCHES. FROM THE INSIDE FACE OF BUILDING IN CONFORMANCE WITH THE UNIFORM STATE FINISH GRADE COVER OVER SOIL ABSORPTION AREA TO ENSURE ADEQUATE 1 PLUMBING CODE OF MASSACHUSETfS. 248 CMR 2.00. RUNOFF (2% MIN. SLOPE) AND HYDROSEED ALL DISTURBED AREAS TO STABILIZE. SELECT SOIL FILL (310 CMR 15.255(3)) r 1. SELECT SOIL FILL MATERIAL FOR SEPTIC SYSTEM CONSTRUCTION MAY CONSIST OF SELECT ON -SITE SOIL, OR IMPORTED SOIL. 2. SELECT SOIL FILL MATERIAL: COMPRISED OF CLEAN, GRANULAR SAND, FREE FROM ORGANIC MATTER AND DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE: 2INCHES. NO DATE REVISIONS DRAWN CHECKED ®: BY BY L"C9 L. E G EMG GRO 3. PERFORM A SIEVE ANALYSIS ON A REPRESENTATIVE SAMPLE OF THE FILL. UP V 1 TO 45% BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON A #4 SIEVE. ALSO DESIGN -PERMITTING -PEER REVIEW •-LAYOUT PERFORM A SIEVE ANALYSIS ON THE FRACTION OF THE FILL SAMPLE PASSING THE #4 SIEVE. SUCH ANALYSIS SHALL DEMONSTRATE THAT THE MATERIAL CLIFFORD E. CARLSON 2 Milliston Road, Suite 2G PASSING THE #4 SIEVE MEETS THE FOLLOWING GRADATION: P.L.S. STAMP Millis MA 02054 (978) 580-8284 SIEVE EFFECTIVE PARTICLE SIZE PERCENT PASSING ty 1 11/27/09 YARMOUTH B.O.H. REVIEW COMMENTS BMB CEC #4 4.75 mm 100 #50 0.30 mm 10TO100 t N f� t $�: a ?atom®V1iff�t': #100 0.15 mm 0 TO 20 R _ PRECISION BUILT INC. #200 0.075 mm o TO 5 o 3 3 43 PLEASANT STREET, YARMOUTH, MA 49 ELLIOT STREET Gt T4 �� S. NATICK, MA 01760 SUBSURFACE SEWAGE DISPOSAL SYSTEM Fs�lGtI T ENG.� (781) 263-1600 NO V 1:.LVJ.J�ER, ZOOS DATENOV. Joa. SHED t2 Z. >,tL_ � (29 CHK : CEC 70, 2oos 0609- � ®� � _ _ LERr'p.'SSS'r'Yt".:1iLRs�0. J,�i4YY: •. .. •• - JM{x4YC••xrxf�ik.'.�.YR' Sw9LiZitli,aL`.:iiT...'.:`.g7...u:S:A::CH.u.' «r.`5f"X`dLts 3'axi.�:iIDF:.iLCl�::4iS�:::.J: 7:,Ytih4"untiCiSeXhhiwSi:+w: L:r.....aiaw..Gi':.:•ii.':d.]:.'v7L.:wSiYBe::.'..:'ri#x+F.Ti:.ZA`Rei'Gu':Si.�7:1i:. '.3s,+.rii:W.:ei�'-� 'en-+.<E'.. 'l:LFeSa.,idYM-ul.:: i7,�f4G`� � - ..n:.ku.'• y , t.i �2--7 ^t i:` .... •' tY :€i.t ..... ~,.r..if'r �. C,r'; .7�. ..� ... ..i :. 1"if ii; .,. rt dct tiJ c;, _ _