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HomeMy WebLinkAbout124 Crowell Road - Site Plan of Land�--� - —v r —c , -moi , \, -� 7� �,�� \/' ✓ �� ��- ��� � �� � �. �,� _L_ /L �� -- � ��' T Vii_., �<_ antix c_ove�rr_ nVr�v_ av+;�cw.'1 cni-Y�-o�acci�fs ---r IIGP� Ot7IvJ. eL _- o +. �yzi3�-> 1' 2 MIN. - 1X8 TO 1/2' .WASHED STONE 0-72 , ... 40 SCHEDULE 40 FVC WITH 40 SPEED REDUCTION ; TLE PRECAST REINFORCED CONCRETE ! IrK �I qo v(_12, �, "I>er,-t �,. � LI �.wxtonrt emn OISTRi8U110N 80X r<'V �c oli4• u i'Wes � „ ((15x ADX G.`t /4 '1A4.K, ,o,'ta_ _ -1 . 1N(iLTRATOP, (,k�t :�T " l FF: 2 CLASS 150 r LEVEL - INSTALL ON A LEVEL. EASE 7 f i e 1 ? ' PRESSURE PIPE E(� —� —nn `Etc uxe --4 U1NIINJFJ WA `. � Err.DEPTH (PRESSURE TESTED) LL THICKNM 2 �fe+O l o c � 3,'�" - 1 7 2 WASHED SONE ` - .--+ a(Ea vuYECATE VALVE II•c VINNU14 IN'StDE DIMENSION ,. 12" INV. EL. ©•,.; L xe"-u <-n -.�. , I. 1 Z�r °: I V!L b. .rte.• y oor i' (-. �1. �qt .-n �.C. ' ---- t, usC t ,Ori .._x+. - -• - .• ' _L ,'� , e —� i su+a o.`f OUTLET INVERTS SHALL dE EQUAL TO F-AC14 FLOW LINE NV. EL , .R•o 6l. 8:e `AYel. 1 t • . ^_ INV. EL. OTHER AND AT 2 MIN7vUM BELOW INLET INVERT S.A.S. = 4o LONG % 10_ WDE z ? EEE. DEPT,r �% wi Tt-1(-`n)H1CN CAE'ACtTV INF-ILTRAFOR CHAMBERS _— .1j", I ^ 7 1 � .tZ THE C7$TRiBUTON 'LINES FROM THE DiSTRtflUTOat BOX INV. Et SHALL ALL HAVE EQUAL RLVERTS AS BY INV. EL DETFItNiNEO F1.000tN(i ( 10' MIN. �`�/ 4f'uova �ernt -'G 7'1 zA ` I". +, THE DISTRIBUTON BOX TO THE HEIGHT OF THE DISTRi UTON -i� I INV. EL ( i c ��g �r.,cr. i1ntK SEALED (4, Ma. Pot Att•,+Aut ✓� ; e S L' - IN pLAM t INvEnr ADJUSTWENTS SHALL. BE MADE 8Y FTLUNIC WW DURABLE 4 � iNV. LL 6.0 } PVVP_Lij ° � N ,{g" Ct' AND NON -DEFORMABLE MATERiAL PERMANENTLY FAS -IM To THE e,o' I LWE OR RECONSTRUCTING! THE LINES UNTIL ALL INVERTS ARE of --_ — ---- > E I i p, EQUAL ELEVATION. — --- _ - owe oFF " F{YryH Gtr ov..�T1+JR r - tJANRAI BEMiwO SAL- PRECAST CONCRETE PUMP CHAMBER 'N-T.o VoA`p :'''-, i _ ! "W t. IAl x 1e"KP C.•)lTT,e TM PUMP PUMP CHAMBER CAPACITY 3-sS_ a,ti. r -„y REMOTE UNSUITABLE <SOILS FIVE FEET LATERALLY °o 'E�rAr ro*o n.0 t .7 e,v•( cY1 SLIS Ih �< , • ��� IN AL1; DIRECTIONS BEYOND THE OUTER. PERIMETER �rtSyw.V�sY 500 GALLON PRECASTgE NFORCED CONCRETE SEP -IC TANK � t<°t°< , IkuY� Mi 0.1% -Lcn ,%1 C\ � OF TRS' SOIL ABSORBTION SYSTEM TO THE DEPTH OF t°�-', '- s!eewye� z.,r ass •,ao y.�, NATUhALLY OCCURRING PERVIOUS MATERIAL AS RE UIRED MINIMUM CONS �nUC-5 �i ,.'' S•� / �tti\ PUMP SPECIFlCATION5: t 41t'1�mot�b-?_N I'l. eQ,3yusL Q ' BY 310CMR .15.,240 AND REPLACE TYITH CLEAN GRANULAR d ✓. / ��- : "moo t.�l�ti.iE�•46w 0 MATtRIALS PER 31 GCMR i5.22G(2} 0 �_'la t;r -,YS✓ r ^cE5 SHnLC EE Co.'s Ru^ �, Qioeogr -' �i o SAND, FREE FROM ORGANIC MATTER AND DEV,777RIOUS CTLD OF SCHCOU.,_ 0 PVC AND fQi e �' 4 G �irAYu.� 1� s`o4. SHALL EX;7NJ A MINIMUM G' 6” ADOVE il•:E F.OW LINE ,w ,, - �� , r SUBSTANCES: G- Tri sEP Tlc TANK AND BE ON .THF_ CCN -,LRi.INE of THE '7-..0 TANK LOCATEED DIRECTLY UNDER THE CLEAN-OUT � a\\ © 9 / �y MANHO'.E �ota�' 11 10/ C5``y PUMPS SHALL BE FLOAT ACTIVATED WITH THE FLOATS: °oc, `a" SET AT THE INTERVALS SHOWN ON THE PLAN. ALARM Assessors Data: HE .h, -c. PIPE ElEVAuDN SHALL 8c NO LESS THAN 2' NOR �� tp �'' Q� / y1 ! fL LIGHT SHALL BE LOCATED IN A CONSPICUOUS LACATION Map 17/70 b!ORE HAN 3 ABOVE THE INVERT ELEVATION OF -HE ,-' °90A ,-' 8 15� / n �t�r ' a �rQ> WRHN THE HOUSE AND SHALL -BE POWERED EY A CIRCUIT OUTLET PIPE. l PumP / . X /7 t� 1� �eU SEPARATE FROM THE PUMP POWER SUPPLY. �i o�tN°o Q chamber / Reference `Plan. SEP -,;C TANK SHALL 8E INS7ALLE0 LEVEL. AND ;RUE ,o GRnDE ro° �y�o^9 I�... / - 9'tt ti16f�:-'EV C..Q ICM 1T 'RE�u,xK�'V : _ Book 58 Page. 9 ON A LEVE" STABLE SASE THAT h ote' e - -- 5 /- a /• T AI BEEN F MECHANICALLY S , y y oQ 9 COMPnCTED AND ON TO WHICH SIX LACHES OF CRUSHED S70riE t�o°j , .,� od c - 1500 / -� � HAS BEEN PLACED TO ENSURE STA8IUTY AND TO PREVENT - e'Etg,.-' otO 5 , 1 NG. too '+9o1/tan'` SEPT,C TANK SHALL HAVE A MINIMUM COWER OF 9'. ?Y , ` p, '.` ViJ HRvE 2u' MANHGLES N7 P.EADILY REUJVABLE IMPERMEABLE 1,• ' l COVt,RS OF DURABLE MATERIAL SHALL BE PROVIDED W.TH ACCESSo I > t PORT, 7 BEING PLACE) AT THE CENTER AND OVER THE INLET AND ' OUILEi TEES. ' �? THE OUTLET TEE SHALL, BE EOUIPPED WTH GAS BAFFLE. / `6C,.0t0Yr1'N age 1� O 1o�11 Of f Fr .'' ' r �:•�-r.A- \ �` � ,n� _ o 6___tgpP_ _, 6 FEMA Data: SEWAGE SYSTEM VARIANCES REQUIRED: Zone Al2" (el. 10.0' MSL) FIRM Panel 250015 0005 D (Rev 07/02,'92) 1. SEPARATION DISTANCE S.A.S. TO PROPERTY LINE (SIDELINE); 10',= V - 3 DESIGNED (SEE VI) Proposed Bedrooms.- 4 2. SEPARATION DISTANCE S.A.S. TO ; PROPERTY LINE (STREET LINE): 10' TITTLE V - 3' DESIGNED (SFE V2) _Note: - 3. SEPARATION DISTANCE S.A.S"7 Existing and proposed rades shall remnin essentially the same ufrless otherwise noted. EXPANSION AREA TO WETLAND; Y 100' TOWN OF YARMOUTH Threre shall be no full basement within 84' DESIGNED (SEE V3) 77. twenty feet of S.A.S. r E' ' - 7,_ _ J • \ r -- \ Deck , 4. SEPARATION DISTANCE S. A.S. EXTANFO;ONProposed y o pint arca 8 S q. ft AREA TO PROPERTY LiNE STREET LNE?7 10' TITLE V- 3' DESIGNED (SEE NOTE 1) p Applicant: �l -'Theodore Znmbelis _ \` �l S0. / so'.L ocscavnT oN )ATA: 6 i TWIT I �O _ P,O.Box 474 \ / O ' FAILURE, REMOVETC CONTAMINATED SOILS AND 60' LLVFI - ` / t'tjo / West Yarmouth, MA 02673 • `+0 � - 6 I �' _ _ _ _ ' aye / / � , / REPLACE WITH CLEAN COURSE; SAND FRFs. Ex,S„NG CONCRETE K TOWING WALL -0F DELETERIOUS SUBSTANCES AND RF,COPSTRUCT _ TEST Dn;: z- , o0 ' � � •I � e%♦ �� iw3 NEW S.A.S. IN PRIMARY SYSTEM LOCATION -5S,L EVALUATOR NOTE 2: THERE IS NO EXISTING FOUNDATION a,O.H. AGNT -5-_�51,030tsq ft. WITHIN s . ' �Y TWENTY FEET OF PROPOSED S.A.S. EXCAVATOR 4/ J wa Existing Tidal Pool - ----- / xxi i to w12 q w11 wi0 w8 7 i w '� E IAf,US FLAG _ W9 W5 SL ,e •i FC 3� Z, : ! ..,N [• a f.t• J.e1 - P6 Wetland , I Wetland Fla v B ENSR i--- . cy {'• _'1 �fi�. ' j�l[ .Ir 'f• . �I ,�'-” 4�nMi-'�Qlp �� '�4 r� I Field Location 11-18-99�P zO N JL -Y 9 LJSGS T-.,OCtTS MAP 1'c to='.•3'1 r -_L "''.'�JIL - �y GENERA` Cu\5 Rug _L 10% X3 3Vc � :,, q� GRAPHIC SCALE T,0�0?- - LC 5 o o o wAL i+ORfun`S P AND lAFR,A " SHA J N :00.-.P. ^o AND TOWN, ;,HOWN, 0.7 RULES A",-) REDJLA70?;S FOR -- - - F S -- 3Vc '9•� 314. tNOr,y +r,.n.urr.Y-- »-J : _ ......;:.,:;a._ -...... ..,,-..__ _1 •..,........ •..__rw__.-..,,-.._._...:,,.,.,,..w,_�I THE SUBSURFACE DISPGSAL OF Seal"JAGS � � �s + /ot PLa ttato cyG tP ls� FEET ) 7 A LEAS O:,E ACCESS POR OVER TAUK 'ELS .SHALL BE ACCESSIBLE STEPHEN c�c. 1 in4chh 20 ft -' _ F - 'LSH GRADE Y.';TH ANY REMAIN NG ACCESS 3lc P x J. V/ H N SIX 'LACHES Or r N `."" elln,nN vl Plan Vlew(1'C4 �r1 3Vc LOCAZ10S1 DOYLE L e - PORTS BROUGHT .0 WITHIN' TWELVE INCHES OF FINISH GRADE. t No. 7559 „,,:, ,rl;,a / 3. ALL CGMPON'41 ENTS OF T E SANiITARY SYSTEM SHALL BE CAPABLE OF ,14 rfs Q n\ rsTE �+ IMTHSTAC;DI ;G H -.c LOADING UNLESS THEY ARE UNDER OR 1AITHiti .o' e4 0 uAv �°o�` S IT7E P T.AN Or DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR V1,THIN ALC AVC � _ �.' - In id OF DRIVES OR PARKING UNLESS NOTED. 4LlAIZl�COU'TH, 1\/J,1:,_ tXCAVA10��/CO,N,RACIOR SHALL VERIFY ,HE LOCATION' 0: ALL 0.\Gw1E _ SITE U7U7,ES PRIOR TO ANY EXCAVATION. SEWER _ ,„ E. - - PE 4 It- -00 i?<+v sq►cnYnUlltt .. N.recS 's 3 Depicting The 5. _� R PIPES SHAD_ BE r SCr1:_uL,Lt 40 PVA LA0 A i 0.07_ SLOPE. P g „-„-�o p� �J•, L,.•:,.� L,Ne PROPOSED DWELLING FOR LOT 22 ROWELL ROAD 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE Alto t _00 T2V�%- A`= ILA�j06YC MORTARED ;N PLACE. ,-zres / _REV.SEWAGE DESIGN Scale: As Shown Date. Octobeti iv, 2004 . E�I u.,l I GRAOC _,{ IAI_t HAVE A MIMiMUM ,tOPt_ OF 0.02. f r_L , PEP, F001. NO. DATE' DESCRIPTION ji� ILL 8Y Prepared By: Stephen J. Doyle > And A�vmjntgs 42 CanterburyLane, Fast Falnlouth, Wfrsnchnsettn 02530 Tc�. A - , =---- --- - - ------ --- --- -- -- --- ` �,�.. _ phone. 508/50 2534