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Home My WebLink About5-A051v F-1RO T ELEVATION TION MIS 2.1 °l 2:16 Z N -75 Q � � 6 O Q rTw P (A U v REAR ELEVATION e 0 0 co0 FTI PM OF FINAL 155T 3/'50/ 05 5CA� UU55 Nof�p OTHN PywbS I/4" = I' 2 PA6� # ...............H,�..�.w:Hc�J .e � 1 1 i V P.F..".OX. - p 59/Ih" 2 X 10 CEILi1-16 306r5 F-33 11151L4110N IN � 161, O.C. ALL FLATCEIHH65 IAu O.C. 96" 2 X 4 5F1D5 _ c 16" OL. FLUSi N3 X 28 STEL C-Fnkn PDouF Y �uU uu 1 11 a uJ JCI udd U LGU E— vvu 1LJ v. i 21/2"X94"X. ALJ015T- 4.15-20 FLOOR. I1\115111al. - 91/2"LVL'5 J0165 a 16 " O.C. -2 X 6 Mr'5 @ [6" O.C. _ I X. 8 LE1 C'FF CONYD � N COLLPL' 9F5 � 48" O.C: N N u VVJ � 1 280# ASPHALT PF'CN:TECUI AL Tor °kIIPk:LES OVEF.1/ 2" CM 75 pq F-301N%f'PAON U 1 Al l; 1� 5 0FW CEILINGS 2I/ 2" X91/ 2" �F-13 P,L'-ILPP01-I - .FL.J015r - AJ520 FLOG? Y'15T5 16" O.C. gads" II // 2X10 FIT 'JEFS N,L V jf TV %5 - -r0 6F AWTPF eFI J, pHn -2V4 5TU"5 c 16 11 OC. rr55Vx Mf A1EC 2 X 6 51U CEF 91 L `.EFL CON TF l Q _Far=_r FOL"-['ATICN 7' 101, Y81, 111,F,Cyrr - co mFAAD FCIf'-. L'Tk;rEfE - FOOF kr I6 ' X 9" - CIOSS SECTION A ,n. LEFT ELEVATION 1TDI\-IGHT ELEVATION l � � N � N N u VVJ � 1 - "sYLi -5 �'. i2 �,� CaLAV, VF5 c 48" O. C. 75 pq P4 1� U gads" II // 2X10 FIT 'JEFS O� F-'3111'ILAJION IN � Q - ' "15 - F-301FISLA,ll"II III ALL - CEIlIFY55 4'rWr f i (4) I;/4"X. �F-lO 1/ 2 LVL'S 2112"X9112" PIALPSICFI ALJO5T-AJ520 FLOOF J015F5 I6" o.C. - - ®SIA" O.C. ALL VI -- F0 FE Al I -- 9,. 2Y4 L__ 1. � 0.; L ULL Jf1L LU ' UlJ`L �J L L �U71 L �Uw U" Lt, JUU UI1L :]JUS �LUu�f10JlIU� I rJ'ADOPI'1' ��FYE551}x TFEAT"2Xh /4 X - 9oN 91/2"CUE'S G`eEF ALL 2X8'SFOF G'Ft�EF JI -<v I4 C.; 1,01M cotacrn rf�SAr irP..r g I/ 2" CONoiJE FIU.Er F 11PA11CII 7 IG" X 8" hxFrOSTs i _ _ :: rse - . _ srEELLPLLvcaurr.Ns 4" FMV caJxM AID _, rCLYiC CGiLFr'TF _ FOOfII IG5I6" X 9" N61`09r E'P24 CC; DTTE r1LLE..^ I r0,,%(, N.'/ 10" coN:3ETE FLLEr 50110 TU`E 0'vE" ?+7" ;!.?0" X 10" rOIFEr C01(-PtE LAI -LY CO -UM I rA?5 ,n. LEFT ELEVATION 1TDI\-IGHT ELEVATION l � � N � N N u VVJ � 1 } t-1 � N N u } 75 pq P4 1� U O� fl � Q e C 0 CLl 0 P O S� �r TT SL 12M OF FINAL 155T ��/ 30/ 05 5CALF UNLE55 MOI 0TH- 1?WIT 3 FAGF # t-1 u pq P4 1� U e C 0 CLl 0 P O S� �r TT SL 12M OF FINAL 155T ��/ 30/ 05 5CALF UNLE55 MOI 0TH- 1?WIT 3 FAGF # FOLLINS POND LA1VW�'VpOD LOCATION MAP LOT 2 (40,295 SF) ASSESSORS MAP: 128 PARCEL: 14.2 CURRENT ZONING: R-40 MINIMUM BUILDING SETBACKS: FRONT: 30' SIDE: 20' REAR: 20' FLOOD ZONE: C N 4� ¢O0 //98 BENCHMARK AT 96 // / MAG NAIL/ // / 94 ELEVATION = 100.0 / 92 P 98.8// / / / / / 90 98.8 q� ( / 88 G /¢ 9890 // A.Ae 99.1/tko \q 4 / A 92 94 99.5100 i 102 00 14 104\ \\ \ 1 /96 191) 86 94 \\ o \ \� \ \\ \ \� ✓ 1\-�/ / / 92 104 \\ \\ 96 102/ 1 \\`-98 100 KEY: EXISTING CONTOUR: - - - - - PROPOSED CONTOUR: ................................... EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT' ELEVATION: 25.5 TEST HOLE:`h UTILITY POLE: -0- FENCE LINE: - - - HYDRANT: RETAINING WALL: JOB # M4-23 TEST HOLE LOGS ENGINEER: THOMAS McLELLAN, P.E. WITNESS: DAVID FLAHERTY, R.S. DATE: 1-12-05 DECK PERCOLATION RATE: < 5 MIN / INCH TH-1 TH-2 PROPOSED 91.5 2. MUNICAPAL WATER IS AVAILABLE. L 5 BEDROOM28' 13'8.5" ELEV. GARAGE 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. O/A HORIZON 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH 38' 86.0 O/A HORIZON LOAMY SAND 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). LOAMY SAND 6" IOYR 3/1 91.0 10" IOYR 3/1 B HORIZON USE OF A GARBAGE DISPOSAL. 82,0 B HORIZON LOAMY SAND STATE OF MASS. ENVIRONMENTAL CODE MME FIVE) AND LOCAL LOAMY SAND 36" 10YR 5/6 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO 88.5 48" 10YR 5/6 C HOR17.ON 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO C HORIZON LOAMY SAND 11. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 48" DEEP) WITHIN 5' OF LOAMY SAND 2.SY 6/3 CLEAN MEDIUM SAND. 2.5Y 6/3 168"1 177.5 144"1 NO GROUND WATER ENCOUNTERED • a 1' ;j -H Tni SEPTIC SYSTEM DESIGN FLOW ESTIMATE: 5 BEDROOMS AT 110 GAL / DAY = 550 GAL / DAY SEPTIC TANK: 550 CAL / DAY _X2 DAYS =-1-100 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: USE 5 INFILTRATOR CHAMBERS (MODEL 3050) WITH 4' OF STONE ALL AROUND (43.5'x 12.2'x 2' DEEP) SIDE AREA: (43.5' + 12.2') x 2 x 2 = 223 SF (0.74) = 165 GAUDAY ' BOTTOM AREA: 43.5' x 12.2' = 531 SF (0.74) = 393 GALMAY .CAPACITY = 558 GAL/DAY .-I-SEPTIC SYSTEM SECTION pvIvi ,0040 e 100.0 TOP OF FOUNDATION COVERS WITHIN 12" OF FINISED GRADE (ONE INSPECTION COVER TO BE WITHIN 6" OF GRADE) TEE ATINLET 87.75 L==aELEV. 94.77 84.6 8 1500 GAL ELEV. ELEV. ELEV. SEPTIC TANK BOX (6" OF STONE UNDER" 90.0 (6" OF STONE UNDER OR ELEV. MECHANICALLY COMPACTED) (UNDER SLAB) TEE SIZES: INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14" DOWN Zi THOMAS McLELLAN,P.E. P, 0. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 - GAS BAFFLE AT OUTLET TEE 1S. LAOL ft. ST-' MICHAEL LADUE, P.L.S. 51 CAPTAINS VILLAGE LANE BREWSTER, MA 02631 14'1SCR NOTES PCH rm �Z 21 DECK 24' z' 16 1. VERTICAL DATUM: '" PROPOSED 28' 2. MUNICAPAL WATER IS AVAILABLE. L 5 BEDROOM28' 13'8.5" DWELLING GARAGE 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 24'3.5" 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH 38' 86.0 AASITTO H-20 LOADING SPECIFICATIONS. ELEV. 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL. 85.2 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 82,0 S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE - STATE OF MASS. ENVIRONMENTAL CODE MME FIVE) AND LOCAL HEALTH REGULATIONS. 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 74.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. 11. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 48" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. SEPTIC SYSTEM DESIGN FLOW ESTIMATE: 5 BEDROOMS AT 110 GAL / DAY = 550 GAL / DAY SEPTIC TANK: 550 CAL / DAY _X2 DAYS =-1-100 GAL USE 1500 GALLON SEPTIC TANK LEACHING AREA: USE 5 INFILTRATOR CHAMBERS (MODEL 3050) WITH 4' OF STONE ALL AROUND (43.5'x 12.2'x 2' DEEP) SIDE AREA: (43.5' + 12.2') x 2 x 2 = 223 SF (0.74) = 165 GAUDAY ' BOTTOM AREA: 43.5' x 12.2' = 531 SF (0.74) = 393 GALMAY .CAPACITY = 558 GAL/DAY .-I-SEPTIC SYSTEM SECTION pvIvi ,0040 e 100.0 TOP OF FOUNDATION COVERS WITHIN 12" OF FINISED GRADE (ONE INSPECTION COVER TO BE WITHIN 6" OF GRADE) TEE ATINLET 87.75 L==aELEV. 94.77 84.6 8 1500 GAL ELEV. ELEV. ELEV. SEPTIC TANK BOX (6" OF STONE UNDER" 90.0 (6" OF STONE UNDER OR ELEV. MECHANICALLY COMPACTED) (UNDER SLAB) TEE SIZES: INLET: 6" UP, 13" DOWN OUTLET: 6" UP, 14" DOWN Zi THOMAS McLELLAN,P.E. P, 0. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 - GAS BAFFLE AT OUTLET TEE 1S. LAOL ft. ST-' MICHAEL LADUE, P.L.S. 51 CAPTAINS VILLAGE LANE BREWSTER, MA 02631 14'1SCR 14'3.5 PCH DECK 24' 37'8.5" PROPOSED 28' 5 BEDROOM28' 13'8.5" DWELLING GARAGE PRCH 24'3.5" 1 38' PROPOSED DWELLING Y MAX. COVER (F MIN) 2" PEASTONE 3/4" - 1 1/2" �- WASHED STONE ELEV = 85.0 1 I o I ILj 82.5 E4 4 > ELEV. E--- 43.5' 84:5 5 INFILTRATOR CHAMBERS (MODEL 3050) ELEV. WITH 4' OF STONE ALL AROUND (43.5' x 12.2' x 2' DEEP) SITE AND SEWAGE PLAN LOCATION: 176 CRANBERRY LANE (LOT 2) YARMOUTHPORT, MA PREPARED FOR REEF REALTY SCALE: 1" = 30' DATE: 3-9-05 REFERENCE: PLAN BOOK 535, PAGE 74