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HomeMy WebLinkAboutEngineer Plans'T'op 1" O r ��.. Raise covers to adtlain 6" of - �j' NOTES r/}w EL 16.5 finish rade Install risers as needed 1.., A l Y DARD 1 Y ii T� rJ 1 THIS PLAN S R T IN LATION PA 15.0 4 Obs Port I FOR HE SIAL / RE IR OF A SEPTIC SYSTEM ENVIRONMENTAL CODE ? . � 5 TATE ENVIRO 14 '�:. ) ALL INSTALLATION PROCF,'DURE AND MATERIALS SHALL CONFORM TO «310 CMR 15.400, THE S , GROUND SURFACE EL -_12 0- it Screw Ca P - --- -- TITLE 50,5: AND THE TOWN OF --- Yd__�1`131_.i1t��,--_-- SUBSURFACE DISPOSAL REGULATION 3 DE`TERMfNATION HAS BEL'N MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INFORMATION WITH RECORDED DEEDS ee 410 B-1 2 OR ZONING REGULATIONS :Cult ,� • Overall 4 TRIS PROPERTY IS SE`Ri�l•CED BY TOWN WATER / Filter Cover 11. -�'Heigh15 Mtn 80' t 5. THERE ARE NO IfN fil7V WE T Ina' TEM 2 M N A�` TOP EL 10. B H O LIS WI HIN OF THE PROPOSED SOIL ABSORPTION SYSTEM INVERT EL _-� 1 _ 10.8 • _, __ ALL COVERS C � RS OF" SYSTEM OMPONENTS' SHALL HE BROUGHT TO WITHIN 8 OF FINISHED GRADE Existing _. ) T g10 14 11,10 7) ALL J i�T�M COMPONENTS SHALL REMAIN CCESSIBLE FOR INSPECTIONNO STRUCTURES LOCATED DIRECTLY Y :® S C ON U O ANCE ACCESS INSPE TI PON O ABOVE f�E CO.AfP4NENT ACCESS OC U R X THE PE F RM , 11: 30 s INV L - tal R T L ATION,S; WHICH WOULD INTERFERE WIT R , L of EI 10.1 Level Level _,. o1�r� � _, ..:.:... 4 MI1J P PUMPING OR RE'PAllt. I VERT EL I13 all... _..... � 'Zs � N Ch �, Overlap a as ABSORPTION Filter* �"1' I ABS F P 0 NO DR vEWAY P lt'ING 0It TURNING AREA, OR OT I P VI US AREA SHALL BE LOCATED ABOVE A SOIL Proposed �' � 10: 55 s ,sT<1xE BASE .� � 1 .1 ) I Ate R HER MER O E AS F 40 �' w. ri �AfSYSTEM EXCEPT WHEN VENTING HAS BEEN PHOVIDElJ. c E't_L10.� 13 D TT(�P1 EL INV: 35 1 0 B SE 4� S NE A S D ON A 6 TO FA D EPTIC TANtsrS GE'�''AS�' TRAPS DOSING CHAMBERS AND DISTRIBUTION BPKE'S SHALL BE' PLACE INV El PROPOSED L.c�'A �.�I G ) , INVERT EL ................. .. .. _.._....... ....._........ :. (✓.. O'NE.. FIfflOE ......,. .. .:....... .. .... :5 ...•..:.. .: , 99 l , i _............. .-.. .. ... _To ENsuRE s�Aa� L1TY AMP PREVENT s' TTLTNG, _� ° Nine 4 -O x d -0. X 8 1 � � I E �� r " rt I�r� oA�°�d �0 P � � ➢9 ~ti v 10 O TLE7' DISTRIB ION S SH REMAIN LEVEL A MINIMUM OF FIRST TWO FEET OF .THEIR "LENGTH. _ � G"ultoc C4 Pa else • ) U UT LINL� .ALL M FaR M HE S S 0.02 ' 1? X30 tca 11' ALL SYSTEM COM O ENS S ALL 1�E CA F G H O LOADING: UNLESS THEY ARE UNDER OR WITHIN 10 P N K CAPABLE O WITIiSTANDIN 1 Proposed IL 10 Two' 2Rows, One 1 r r� of five units , 10.5 J �� • E �.. 0 L OF DRIVE�'Ak s° OR P.9A'KIR'G OR TU%`NfIVG ARRAS IN iVHICH CASE H-24 COMPONENTS SHALL BE USED .,_ � Ad/ Ord Water , 01' ,�" _0. 11T Stone) 5a1 Septic .Ian 0, 0 and one `tor of four u is o Son 1, 00 p S i � So1l .?'est.. SCHEDULE 40 PVC �< 1 1E) ALL Bt3ILDING SEWER LINES SHALL HACjE AN INNER DIAMETER OF � AND SHALL BE CAST-IRON OR �, is _5 OVIDED. erg � EL ® 13) THE DEPTH OF THE POP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36".UNLESS VENTING HAS BEEN PR , Obs Crd Wa tea-'.; s®zl Test_.. 14) IN THEABEAS. OF EICAVATI4 N EX1571ING G A E`S SiALL BE REESTABLISHED UNLESS NOTED ASPROPOSED CONTOURS A DIFFER NOTABLY FROM � 15) IF SOILS' ARE ENCOUtV7'ERE'D DURING THE EXzW`AVATIaN OF THE SOIL ABSORPTION SYSTEM, TH T Plan; View Cross ,.�"ec tion EL 1: 0 of T�,�t 4 Obs Part NTS $ THE DEEP OBSERVATIOM HOLE' LOG, CONTACT EAS SURVEY, INC. AND TOW1V BOH BEFORE PROCEEDING: Soil Teat 1. w/strr>ry nap to grade 13' CONTRACTOR 1O T/ERIIY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR 7O CONS7??UCTION ) dra • ._� 96' v C7 7 1 T/ p -- e 17 CHANOPF OR REVISIONS" TO $8PTIC D 'IGId Re DIRE NOTIFICATION 4B Cultec 410 e✓ C�i 1 2� 4� � � � l� i &1 4t _1 Filtercloth To EA.5' SURVEi; INC AND TOW D(IH FOR REVIEW AND APPROVAL .,. UTILIZED TO LEGEND " � 1. C TEC ' 410'FILTER CLOTH MUST BE U It1 CONTRACTOR SMALL NOTIFY TOWN AND DESIGN ENGINEER AT LEAST ANCE STANDARDS j I f i MAINT IN CULTEC PERFORM _ ��Easement Line 24 48 HOURS PRIOR TO &SPECTION.�: oo 00 (% ___ _ �? MI IMUM OF 24 OVERLAP BENEATH BEUINNINO CULTFC • i 1. MAGNETIC TAC 1 7O BE PLACID OVER ALL COMPOAENTS ACCESS POINTS 5o Off Bvw „ _/ C'4 PA ELS TD HOLD 410 FILTER CLOTH TD ACT AS SPLASH ) � 100 Off BVW __-_- t r •3 Eff a� Mn an4 Overlap at'...d enMIn 24 Overlap at end » GUAR AT ENTRY INVERTS _. _ _ iW panels prior to backfill 8. 1 - Bldg Setback p F r ar panels prior t� bae�fu g 3. FI TER CLOTH TO BE INSTALLED SMODTH TO RIBBED SURFACES . rr--r-r- 1'nr S17taS'h 6verd. � -. Work Limits OVER ."ULTEC C4 PANELA5; CONSULT MANUFACTURORS REP DEALER FOR t; 100 Riparian Zone : PROPAT WIDTH AND LENGTH SIZING AND OVERLAP - ROO Riparian Zone - - P ONE 4 DIA PORT TO BE UTLILIZED WITH 4. DIA PVC PIPE IN TALLER BVW Flag Az FROM ROTTOM OF SAS FIRST 10" PERF TO COUPLE AT TOP OF PANEL AND Wetlands EXTENDED WITH SOLID PIPE TO GROUND SURFACES GAPPED #777t COUPLE AND d Zone Plan References Flood ,� SCREW TOP ;LOCATED AT CENTER OF LAST PANEL d 4. B CKFILL WITH NATIVE MATERIAL OR 2 MIN PER INCH PERC SANt1 PI$Ic62iPg45Lot1 1"15inrr � PI Bk 20 Pg 15 Lott 6 anti 100 , - ,0 • EXCAVATION n�oTEs DESIGN DA �' Zone.R-2S .� � � Min Area. 2r5, 000 Sq. Ft. Fnd S 1 : ,. EXCAVATE ALL MATERIAL ABOVE SO HORIZON C 'SEE DEEP OBSERVATION . , ca nlf' 1) Exc l Mtn _ Frontage -.150 E ELEVA 1O 9.7 OR LATERAL DISTANCE OF 5 Number of bedrooms. HOLE LOG) AT APPROXLMAT N F ALA 6 �' Setbacks WHERE POSSIBLE) IN ALL DIRECTIO ,S REYOND THE OUTER PERIMETER OF THE LEACHING AREA. �� ( Garbage Grinder: ��t a, 6 Front 30';�. t* 0 ) FILL MATERIAL SHALL CONSIST OF &LAN GRANULAR SAND, FREE FROM ORGANIC ;� + Design Flow; t�30 Side 15 6 MATTER AND OTHER DELETERIOUS ;SUBSTANCES, WHICH MEETS THE TEXTURAL 2O Rear m CRITERIA PUT FORTH IN SECTION 15,055(3) OF TITLE 5. Coverage (110 gal/BR/Day a Number of BR) C T Septic "Tanik 1 5 00 k. 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT MaxOYera e 25% ABta OF FILL INTO THE RETAINING STRUt"TURN. (Minimum - Design Flow x 200%) (Tatt K J2 '' F I WHEN BOTTOM STIRFACF, IS DRY 1. Prop. Coverage 6% 4) PLAC FLL ONLY jry Tit) F'i'r' D�'_� ,•...•. �A4'R<'6 t'} x°.�'xd. 4 t' °�/ay Cert. for Gen Use of C Iteo "C4" Panels rt a< Bordertn lJ 3 G u Fehr Ma Ref. Vegetate �. N F > P G Wetlands ' ,' � JohJlst n Leaching Area. �= 8 ; Peed Bk, 1901 38 ,L 6, iF L LF 482.4 S 250015 0005 D �� y tro. tj tri /' Zone A13 7/02/9 " B„ ^� Long Term Acceptance Rate (LTAR) X0. 74 Elev 9.0 A5 ° 1 EASEMENT „A„ �r q Grp f1.�) 2,3731 Sq: Ft. r Leaching Area Design Capacity: 356 CTPD �1 o , P1. Bk 20 Pg. 15 (Sidewall Area + Bottom Area) x %TAN Note' Lot z Wetlands depicted as delineated and approved QSLp \ - e by the Yarmouth Conservation Commission , 1 , I tie e 3 6 330RequiredA on or about September' 4, 2006 as shown on a P m Elarstng Sep .Ars rovlded CxP = w6" rrPD �tescrite �aPro osed` GPD t' ---Plan of Land prepared b TerryA. Warner, P. L. S. as depleted on Septic As -Built "� Wa der is. ' 1 6 dated June 30, 2008. 6� Ott, PrqPOged , 6� 150Gaal J4 # Se II�ac Tan <- ,' NOTE.' / D�-Box , c) ' �. .l NED BY THE 1, r WETLANDS DETERMINED ISLOATED WE' D .6 , . 0 I f J (1 >. i t YARMOUTH CONSERVATION COMMISSION ON 0R ABOUT SEPTEMBER 4 2008 UNDER YARMOUTHsee t: REG. SEC. 3.02 2 za, C AS SHOWN Area t AND APPROVED ON A PLAN OF LAND (g % O c 1 i 4 D BY TER Y A, WARNS P.LS. I Bldg 4 PREPARE R le; g, iI aaJ Isolated t H � 4 JUNE 30 2 08 Tog 1 DATED UN O 1 a e EI =1277 rett]�andds ( 140 - Yarmovth Wetlands Regulations, 5'eetian 3.02(2)c states.- As tates: .... for square feet as required 3 A mamum. alae of 3000 s ra� m 9., 2O jurisdiction under these regulatio ' 14 o a ae p Rack 10 g) avA y W r _ _ _ Ir 7 Y The area of each of the two 1vatlad ;_ is. �... '3e 10 0 Pro OSed g8 q I 1�, substantially leas than 3000 square et 1.. space .. „:: to Y , 4 12 \ Proposed i 1 ca 1 H ro space � I P if �, 1 ,5'A;S 0 1 3 Bedroom 1 ro_ I \ 9 FP 4 IL.14 House - 6 � r �, Isolated TCF = 16.5 'j 1 0' Min Q : F I etX m �19SFaundatibn i I I suit a 1 0 ' 1-9E.. alkhea / o �. Sol] Test 6 �3 DEEP ®BSFIRVATION LIGLE OG Test !idle #1. - (EL - 1 5 f +19i afa) Tt ) Soil Horiaon Soil Textare Soil Color Other ` (USI)A) (Munsell) o - T' 10.9 A "E LOAMY SAND IOYR4 1 ROOTS 7":.- 19" 9.9 B LOAMY SAND' 10YR8/6 It00TS 791, - 52" 7.2 C1 COARSE SAND 2.5Y7/4 5Z' - 126" 10 C2 .FINE SAND 2.5Y6/1 - Deep Obs Hole Date: 10/29/08 EERING Soil Evaluator: E TSER ENGINEERING Witnessed By: A. VON HONE Pers Rate: < 5'IfIN/IN ® 42" Soil Survey Description: CAR ER Geologic Material: GLACI 1, ouTMASH MORRAtxe - Depth to Standing. Water: 102" EL = 3 0 Depth to Weeping Water: NA Depth to. Mottling(Color): NA Est Seasonal High GW: EL 50 USGS Observation Well: NA Date of Last Measurement: NA " Comments: _ DEEP 013SER ATION HOLE LOG Test Hole EL � � 11.6 � f� Df n) 1tT Her"I"n q T 11' g Colfor :. Other - A SD uneoll - 0 7' 10.9 /� A E LOAMY .SAND 10YI241i h00TS %'° - 221° 9.7 B LOAMY BAND 10YM,F/5 ROOTS 22" - 54" 7.0 C1 COA&F SAND 2.5Y714 64" - 1201° 1-6 •C2 f'IRP SAND 2.mf1 Deep obs Hole Date:.. 10/29/08 - - Soil Evaluator: EWEETSER ENGINEERING Witnessed By,. A. VON HONE Perc Rate`. e .5 MIN/IN 0 42°' Soil Survey Description: CARVER Geologic "A:%AL Oti$'0"A69WARAINs iC t eri ; a1 C Depth to standing Water: IOZ' EL �. 3,0 Depth to Weeping Water: NA Depth to Mottling(Color): NA Est Seasonal High UW: EL = 5,0 USGS Observation Wet): NA: Date of Last Meastirement:.IVA Comments: Site & Septic Pian 113 _ Yarmouth, M.A. Located At ^ �r 144 Winslow Gray Road West Ya x.12'1 o Z.1 th MA Applicant Alex Grz,�ko Yarmou Hear h e tb t D altrr►en p t, APPROVED 248 6 -id Wharf Road me Date Dennisport, MA VIl Q' i IM P � � L)AT�. Nd Ye be It(, ,�'U tj - II:I r U u - �U orderin SCALE- , B , Z g ry Vegetated 011e r � \ F* REV December 11, 2008 Wetlands ra.D) l (9-7) mow: r (i:3) , REV September 16 2009 G o �r D 9 � .p Lb � �''LOCUS MA Eta 1 )....( - ,-. -. 4 Pro 5 $ta . , P 1 �, 1� T. S. PREPARED BY. a Silt See Exca va tion � j' ji,avf ZN GF I,A ce `�o NcteS � L®GUS.. g � • . cy o�• A & M Land Services o o�+. 618 Main Street `Unit 3 �� o 6 � � a 0� clad STONE � , N F a, to (9171 I o �s � ` No. `� N®.1140 West Ya rrn o u th, MA 02664 I eta r BPF 6 / 90 4 c Town of Yarmouth ro r� w ci. a ., Em P' 508 7%3%-1777 Email- a Deed Ek. 13420 Pg 87 (e.a) r h ( nlrlland�c©rncast;net sp. Q.;, � � �° el 1 c q sprultetiw: PI Bk. 366 Pg. 78' /" 2g r» (}/ 0 GRAPHIC SCALE E Wetland Area 471.1- S . Ft. Upland Area 16,0,90-i Sq. Pt, Matra St . � Route _ � �! � I1��� �' zo 0 o zo Ao so Town of/Yarmcuth Total Area 16,491:6 Sq. Ft. Deed Bk. 3617 Page 26 a IN FEET) - 0m 1 inch = 20 ft. Q PL Bk 368 Pg 72' ,.0 ha Deg 4 5074.dng