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Home My WebLink AboutDecision 4334 - Site PlanBENCH MARK --TOP OF MAG NAIL - - - - p IN DRIVE= 28.85 ASSIGNED E O 1 0 NO GRADE CHANGES TEST -HOVE DATE: -A r I;+ I!' 2^pl 11'Z55. 3 - PERFCrRMEC BY: P r .ariiga �.dl Evaluator 5" N 7�p ARE PROPOSED 3.1.73E WITNE4SED BY: Am , (�.H t • i0.7 IIS L V,r H,n=, RG n 93 o tw,J �� 0.5 : Tcp Feurdaii.;r : F'ER( RATE: [,^;'rnrh (C; loy3r) 7^ 135. ...�. COIL `-:LIRVEY(10"?7): rar.ar r-n.arse SOnd - 3 )3 •-E:Lr=" IC MAM1QQr'; Hvwi•-.h :�uiwosh plain de nits 28" 27.20" % � 10' Invert A -A-I [ F-` u 2 x Invert P 2x.38 rvorl 27.4, a 9 X7.3' 0 Exist riaLn U.e Gar BoH r 3 DRY WELLS 60"� 27,5 r E E 1 ... ✓ . x'1/4"/f+ mi -1 7p'P Coni 27.F1 ^ 1� to 4",,Ift Top F'e 7stcne-27.3 FYI- , ��. Invert 27.72=nl ' µ,)t!SE.. 131 16 b tr'. 1 I Proposei -- _.. 125" r A layer 7.5yr 3/1 30 loomy sand E layer 7.5yr r)/2 .lcomy sand B layer 7.5yr 5/8 loamy sand 2R.3 C layer 2.5y. 6/4 - medium sand no water 27.9 � Za 2 .07 .303 F.. 31.3 1 5, 2 316 �z i I . HAND BORING 2N Invert � 7.13 Iry rr ^'7P 24.7e 5. ro ZBo?lam n . r ... O3190LOT f--3. ZIGARMI h'�A-2?� -. 17' r., ` .-- DEPTH(inches) ELEV.(teet) 1 C,_r P.rlom HB2=79.0 j1 un o w :.... ' 3L.5 31.6 130890tS.f DESIGN DATA ` 8" O.1 313 ... o BEDROOMS: 4 5 -/3L27 EXITING `•. 319. GARBAGE GRINDER: No LEACH AREA 2. O-0- - RE yI:IIPFD ;ARACITY: 44 GPD �E 75C'RY WELLS WITH 4' i -)F S ONE 0 2 86 v+ pRAGE 5 O DRIB SEPTICTANK: 1`0. GAL, ALL ARi;IINT, F",R A 33'-6" BY 12'-10" 0-5-4-,.;; - B^TT^!M LEACHING AREA: 42x,8 cr - BY z' C'EEF I k A� AREA. 4 31.7 09 ST., 31.4 ["33.5' X 12.P3')] 28.7 gTpNE: `VI- 32,4 SIDE LEACHING AREA: 853 SF 9.9 138.93 _y�X [272,P3+ ,:<') X 2' PEEP"] .2 31.6 X r'E SIpN !'APACITY: 4°C."rFC` 28.9 - 79'11'25 W [42.1 P rF 4 14°..? SF1 X .74 GPD/SFJ 11�" 30.2 27.5 2e.a� 5 10 31.1 31.8 BENCH MARK--N.W. CORNER OF CONC. PAD= 3L67 ASSIGNED 28'y 9.4 I''Sr _ ?. (AT WHITE PAINT) _ ::.8.; TEK" Clcl Ft FIND. & HELP, 028.48 FORMERLY TOWERS 028.78 SITE PLAN THIS FLAN IS A VALID PY ONLY IF IT BEAR FOR SHEILA I AN TRIGINAL FED' STA ' AND ^h>NATIIRF. mil I EI LA M. SMITH LEGEND ``"OF SS9� NPIIA OGMqSO, LOT I-39 60 WITCHWOOD ROAD, SO. YARMOUTH, MA {� HB 1 HAND BORING LOCATiC:N, NI-'MPER F OCTOBER 109 200.1 SCALE: 1 "=20' -W- WATER LINE MARKINGS M 1060 n 4 35778 E OVERHEAD ELECTRIC WIRES ill' �HCWN? 9e �� °T °?� mr (1S 9.5 x$,7 EXISTING & PROPOSED..ELEVATr;NS ('X' MARKS POINT-! ''S4'.naa1PN 9�eSUR0-� i" �6 -_ EXISTING CCNTCUR la l ID I �Z RONALD J. CADILLAC, PLS, RS -8- FROPGSED Cc;NTOLIR < PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN g( UTILITY POLE (IF SHOWN) NOTES C1-36 =7d JOB ® - EXISTING DRAINAGE CATCH BA`I14 SHOWN, 'ZH]WN'` � � �_�� '� ® 11SEli.a�. Sm . dw g i+h 7 7 x - FENCE (IF NOT ALL 1. ICCI IS IS A.M. 68, PARCEL P.R. DATE _ Mulfnrd Rr ` )2^O1 BY R.J. :AIIILLA , PAGE 1 OF 1 2. ELEVATIONS SHOWN ARE ASSIGNED � Lr.CnS IS IN FLOOD. ZONE C L`N FIRM ['ATE[? JUNE 17, lgRfz,.. d�4 a 4, ALL PIPES TO BE 4" SCH 4C, AND PITCHED Al 1/4" PER Fr^T (IiNLESS NOTED) .... M-NICIPAL WATER IS AVAILABLE. LOTS WITHIN 1C," ARE nN T,}WN WATER. E NGT TO a - e. COMPCNENTS TO PIE AASHTC H -Tp, UNLESS N^TEG. SCALE Rd. ?. INLET TEE TO PROJECT DOWN 13" "ITLE7 TFE'('9WN 14". ¢' a - '. IF TWO OR MORE LINES, WATER TEST D -BCM FOR ECI.IAI_ rl ^•,nr Q" II -FOX EXIT PIFES TO BE LEVEL FOP FIP�T TWC FEET. O - ). DEPTH OF COMPONENTS NOT TO EXCEED 3' rP VENTIN•= M"<T BE PROVI[-ED. BIIILD UP. COVERS TO WITHIN 1' OF GRACE. M--,P7AP rHrMNEYc IN PLACE. CNE COVER OF TANK TO BE WITHIN E^ Or GRADE. 10. STCNE'11.7 BE DOUBLE WASREP 314 TO 1 1/2" WITH 2- MIN 1 ;R T'l 1/2^ PEA STONE ON TOP. LOCATION MAP 30.1 1. IF INGI_IITABLE SOILS, OR SOILS DIFFERING FROM THE S^_al 1 0- APE FOUND, _ rnNTACT THE P.CARD OF HEALTH, OR P -J. CADILLAC N/F 12. IF AN OVERDID 1S CALLED FOP BELOW, FILL MATERIAL FOR APnr-IND ANU UNDER LEACHING TO HAND ' WOOLLACOTT N/ 13. IS BE CLEAN GRANULAR SANG MEETIN^, SPEr-IFICATCNS Cr 1111^. CMR 15.26`;il. PIIMF' AND FILL ANY BORING - _ 29.5 .301 ' EXISTING.-EScPOCLS PEM�VE ANY 'SLC '�E[' SOIL, BLOCK, AND STONE IN T.0 MC�iRA Irl LEACH. AREA, AND DISPOSE OF AS [-IRECTE(' BY HEALTH AI -ENT 30. ALL CONSTRI ICTICN TO MEET TITLE F. ANIII 1 rrAL PEI^HLATIr`,N< DE['TH (Inches) ELEV.(teet) BENCH MARK --TOP OF MAG NAIL - - - - p IN DRIVE= 28.85 ASSIGNED E O 1 0 NO GRADE CHANGES TEST -HOVE DATE: -A r I;+ I!' 2^pl 11'Z55. 3 - PERFCrRMEC BY: P r .ariiga �.dl Evaluator 5" N 7�p ARE PROPOSED 3.1.73E WITNE4SED BY: Am , (�.H t • i0.7 IIS L V,r H,n=, RG n 93 o tw,J �� 0.5 : Tcp Feurdaii.;r : F'ER( RATE: [,^;'rnrh (C; loy3r) 7^ 135. ...�. COIL `-:LIRVEY(10"?7): rar.ar r-n.arse SOnd - 3 )3 •-E:Lr=" IC MAM1QQr'; Hvwi•-.h :�uiwosh plain de nits 28" 27.20" % � 10' Invert A -A-I [ F-` u 2 x Invert P 2x.38 rvorl 27.4, a 9 X7.3' 0 Exist riaLn U.e Gar BoH r 3 DRY WELLS 60"� 27,5 r E E 1 ... ✓ . x'1/4"/f+ mi -1 7p'P Coni 27.F1 ^ 1� to 4",,Ift Top F'e 7stcne-27.3 FYI- , ��. Invert 27.72=nl ' µ,)t!SE.. 131 16 b tr'. 1 I Proposei -- _.. 125" r A layer 7.5yr 3/1 30 loomy sand E layer 7.5yr r)/2 .lcomy sand B layer 7.5yr 5/8 loamy sand 2R.3 C layer 2.5y. 6/4 - medium sand no water 27.9 � Za 2 .07 .303 F.. 31.3 1 5, 2 316 �z i I . HAND BORING 2N Invert � 7.13 Iry rr ^'7P 24.7e 5. ro ZBo?lam n . r ... O3190LOT f--3. ZIGARMI h'�A-2?� -. 17' r., ` .-- DEPTH(inches) ELEV.(teet) 1 C,_r P.rlom HB2=79.0 j1 un o w :.... ' 3L.5 31.6 130890tS.f DESIGN DATA ` 8" O.1 313 ... o BEDROOMS: 4 5 -/3L27 EXITING `•. 319. GARBAGE GRINDER: No LEACH AREA 2. O-0- - RE yI:IIPFD ;ARACITY: 44 GPD �E 75C'RY WELLS WITH 4' i -)F S ONE 0 2 86 v+ pRAGE 5 O DRIB SEPTICTANK: 1`0. GAL, ALL ARi;IINT, F",R A 33'-6" BY 12'-10" 0-5-4-,.;; - B^TT^!M LEACHING AREA: 42x,8 cr - BY z' C'EEF I k A� AREA. 4 31.7 09 ST., 31.4 ["33.5' X 12.P3')] 28.7 gTpNE: `VI- 32,4 SIDE LEACHING AREA: 853 SF 9.9 138.93 _y�X [272,P3+ ,:<') X 2' PEEP"] .2 31.6 X r'E SIpN !'APACITY: 4°C."rFC` 28.9 - 79'11'25 W [42.1 P rF 4 14°..? SF1 X .74 GPD/SFJ 11�" 30.2 27.5 2e.a� 5 10 31.1 31.8 BENCH MARK--N.W. CORNER OF CONC. PAD= 3L67 ASSIGNED 28'y 9.4 I''Sr _ ?. (AT WHITE PAINT) _ ::.8.; TEK" Clcl Ft FIND. & HELP, 028.48 FORMERLY TOWERS 028.78 SITE PLAN THIS FLAN IS A VALID PY ONLY IF IT BEAR FOR SHEILA I AN TRIGINAL FED' STA ' AND ^h>NATIIRF. mil I EI LA M. SMITH LEGEND ``"OF SS9� NPIIA OGMqSO, LOT I-39 60 WITCHWOOD ROAD, SO. YARMOUTH, MA {� HB 1 HAND BORING LOCATiC:N, NI-'MPER F OCTOBER 109 200.1 SCALE: 1 "=20' -W- WATER LINE MARKINGS M 1060 n 4 35778 E OVERHEAD ELECTRIC WIRES ill' �HCWN? 9e �� °T °?� mr (1S 9.5 x$,7 EXISTING & PROPOSED..ELEVATr;NS ('X' MARKS POINT-! ''S4'.naa1PN 9�eSUR0-� i" �6 -_ EXISTING CCNTCUR la l ID I �Z RONALD J. CADILLAC, PLS, RS -8- FROPGSED Cc;NTOLIR < PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN g( UTILITY POLE (IF SHOWN) `=InP.O. BOX 258 ® - EXISTING DRAINAGE CATCH BA`I14 SHOWN, 'ZH]WN'` � � �_�� '� ® WEST YARMOUTH, MA 02673 x - FENCE (IF NOT ALL TREE IF SHOWN, NOT ALL H^WN; EAL ACENT API OVAL DATE _ (508 775-•9700 ` )2^O1 BY R.J. :AIIILLA , PAGE 1 OF 1