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Home My WebLink About831 Great Island Road Title V Site PlanLEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 0--o-LF1001 PROPOSED CONTOUR 100 - EXISTING CONTOUR LANDWARD EDGE F 61 2�k1 PRIMARY DUNE E 5.5 200.1 D 20 ,57 1.7 C 2\5-5 0 .1 5 0 O B 4.9 QA A 7.3 200.1 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED J DESIGN FLOW: 5i_ BEDROOMS (110 GPD) = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (_2_) = 1100 USE A 2000 GALLON SEPTIC TANK LEACHING: SIDES: 2(58 + 10.83) 2 (.74) = 203 BOTTOM: 58 x 10.83 (.74) = 464 TOTAL: 903 S.F. 668 GPD USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 3.5' OF STONE AT ENDS AND 3' AT SIDES BOARD OF HEALTH MA X14.4 8 ` D TE 1 1 ]+ 6 x314, t 1 1 1 1+ A 314.` 1 6 do + .7 14. l ? 2 0.2 ,6 2 1'+ .0 0 14. v I 110.2 / / 318.3 55 + .7 14. + + 4 4.4 14. + 6.9 20 6.8 -1311-A .4 / R14�.5 +.6 20C 14,� I+ L4 314.3 20.0 FIRST FLOOR - 22.83' SYSTEM PROFILE TEST HDI -E LOGS FIN. GRADE (NOT .3 SCALE) A /E ACCESS COVER TO WITHIN 6" OF 15" RICK JUDD, RS ACCESS ::OVER (WATERTIGHT) TO ENGINEER: - ' DATUM IS NGVD EDMINIMUM .75' OF COVER OVER PRECAST I WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 22 WITNESS: AMY VON HONE, RS 20.0' PROPOSED 2000 19.37' GALLON SEPTIC TANK (H- 10 ) MIN ( ? SLOPE) DEPTH OF FLOW = 4 TEE SIZES ll INLET DEPTH = 10 OUTLET DEPTH 14" FOUNDATION- 21' OPEN SPACE 2" DOUBLE WASHED PEASTONE DATE:, 11/21/00 RUN RIPE LEVEL / FOR 2" _ < 5 MIN/INCH IN Ci 1 3' MAX. PERC. RATE _ 19.12' H -2o oe s 19.33' CLASS - SOILS P# GAS � M 18.67' BAFFLE 18.84' MF 0 C] C7 O O 6" SUMF o 18.5' EJ CE L CO 3' AT sloEs 6" CRUSHED STONE OR MECHANICAL 0 [� [� 3.5' AT ENDS I� ELEV. ELEV. 20MPACTION. (15.227 (2]) �§82' 0 EJ [] E3 [] xo 16.5' 4 2� 5' 22.0' 1 0.. 0.. ( SLOPE) (-? $LC 'E) 3%4" TO 1 1/2" DOUBLE WASHED STONE H-20 500 GALLON LEACHING CHAMBERS LEACHING 5 - SEPTIC TANK 28' - - D' BOX 19 FACILITY BOTTOM TH 1 = 11.5' I 138.00' PROPOSED H-20 1500 GAL. EXISTING BARN SEPTIC TANK p 0 6sTN PROPOSED H-20 1000 GAL SEPTIC TANK WITH PUMP (SEE DETAI 6 [OT 12 27C+/- SO. FT. C. 0. .27-/- ACRESCP a nvT I BEACH HOUSE CESS°�+.^_r c 0 .5 'BEACH CLL19- PROP. I NO WATER ENCOUNTERED V T 1 EXIST. UTIL POLE r� PROP. DWELL. / FIRST FLOOR a ELEV. 22.83' \ D A PROP. THRUST / / BLOCK / L G,y �9h S� I � e� A- Locus DTENNIS COURTS LOCATION MAP NTS ASSESSORS MAP 3 PARCEL 8 ZONING DISTRICT: R 87 YARD SETBACKS: FRONT = 30' SIDE = 50' REAR = 75' PLAN REF. - LCP 4075 J SHT. 8 FLOOD ZON17"EL• 11_ ANDS C 0 5" -- A /E 15" LOAMY FS 18" 10YR 3/1 1. DATUM IS NGVD BW 23" LS 52" 10YR 4/6 1$ J• _ C1 54" LOAMY COS 17.5' 3. 2.5Y 5/4 84" LOAMY MS 84" C2 DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 FS INSIDE 2.5Y 7/3 ' 132" 2.5Y 6/4 11.5 I NO WATER ENCOUNTERED V T 1 EXIST. UTIL POLE r� PROP. DWELL. / FIRST FLOOR a ELEV. 22.83' \ D A PROP. THRUST / / BLOCK / L G,y �9h S� I � e� A- Locus DTENNIS COURTS LOCATION MAP NTS ASSESSORS MAP 3 PARCEL 8 ZONING DISTRICT: R 87 YARD SETBACKS: FRONT = 30' SIDE = 50' REAR = 75' PLAN REF. - LCP 4075 J SHT. 8 FLOOD ZON17"EL• 11_ ANDS C 0 3" FILL 15" A/E 1. DATUM IS NGVD LOAMY FS 23" 10YR 2/2 Bw MUNICIPAL WATER IS NOT AVAILABLE LS 54" 10YR 4/6 17.5' 3. C1 +LARM AND CONTROL PANEL LOAMY MS 84" 2.5Y 5/4 DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 C2 INSIDE F -MS ' DESIGN 2.5Y 6/4 120" TO BE ON 12.0' I NO WATER ENCOUNTERED V T 1 EXIST. UTIL POLE r� PROP. DWELL. / FIRST FLOOR a ELEV. 22.83' \ D A PROP. THRUST / / BLOCK / L G,y �9h S� I � e� A- Locus DTENNIS COURTS LOCATION MAP NTS ASSESSORS MAP 3 PARCEL 8 ZONING DISTRICT: R 87 YARD SETBACKS: FRONT = 30' SIDE = 50' REAR = 75' PLAN REF. - LCP 4075 J SHT. 8 FLOOD ZON17"EL• 11_ ANDS C TH 2 TH1 26 PROP. CAR. PROP. VENT FINAL PLACEMENT 0 DE DETERMINED BY CONTRA OR & j ' Z HOMEOWNE � f C) al + 23.7 �1§3.5 N . 6 01.5 i 4.9 01.5 fi NIGH PT - 26.0: + 26.7 !30 .5 Q / + m.i� 504 26 +r 25.6 � 401.5 25 �O 51. .5 \��Q BENCHMARK: PK NAIL AT EL. 25.5' �P IN THE TOWN OF: (GREAT ISLAND) WEST YARMOUTH 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO PREPARED FOR: JONATHAN AND WHITNEY CLAY SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. 30 0 30 60 90 FOR BOATHOUSE BATHROOM, PROVIDE 1500 GALLON WATERPROOF SEP1C TANK _ AND 1000 GALLON WATERPROOF PUMP CHAMBER. PIPE TO PROPOSED SAS AS SCALE: 1 - 30'DATE: APRIL 9, 2001 SHOWN �VtH OF AOFl r��P``ARNE aJ39c� � c a7ALA H. CIVIL T' o •ri - oP ; lON NGS r/ OJALA, L.S. DATE YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION TO BE 4' BELOW THE HIGH POINT IN THE ROAD (6' VARIANCE REQUESTED) ' EXIST, WELL (FOR BEACH HOUSE AND BOAT HOUSE) I TENNIS COURT I �I J�1_ 10 C T ,nr nj off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 FI -D'6 FILE COPY NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. +LARM AND CONTROL PANEL , 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10 TO BE INSTALLED INSIDE � ' DESIGN LOADING FOR D'BOX &LEACH. CHAMBERS TO BE AASHO H- 20 3UILDING. ALARM TO BE ON t_ � PIPE I.0 D'BOX 5. PIPE JO!NTS TO BE MADE WATERTIGHT. SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-20 S/ 2" PRESSURE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. \ 800 GAL.+ WEEP HOLE ENVIRONMENTAL CODE TITLE V. ALARM DN RESERVE CHECK VALVE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE FLOAT SWITCH USED FOR LOT LINE STAKING. SETTINGS PUMP ❑N 8" S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" FVC. - 'bZ'ilq'�-T1^ 4" WORKING RANGE ZOELLER 'WASTEMA'E_' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHO0 IT 4" r SUBMERSIBLE MODE M282 i/2 HP PUMP TnlcprrTTPiPI PVn noT nc LJC11-Tt! n_xir pEp.,.,"•7-i,, nr.r *.r ., \ PUN7P`7:= t j'" �040rr-��' i I SYSTLM (01K EGUA; ! FROM BOARD OF HEALTH.' ` \\ % 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 6" CRUSHED STONE: OR 000000 0000 00 0 000 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR C'PEN SPACE COMPACTION TO COMMENCEMENT OF WORK. PFJ M.F'.._..0-H A M,B-E ( (NOT TO SCALE) / WATERPROOF TITLE S SITE PLAN -22� 831 GREAT ISLAND ROAD TH 2 TH1 26 PROP. CAR. PROP. VENT FINAL PLACEMENT 0 DE DETERMINED BY CONTRA OR & j ' Z HOMEOWNE � f C) al + 23.7 �1§3.5 N . 6 01.5 i 4.9 01.5 fi NIGH PT - 26.0: + 26.7 !30 .5 Q / + m.i� 504 26 +r 25.6 � 401.5 25 �O 51. .5 \��Q BENCHMARK: PK NAIL AT EL. 25.5' �P IN THE TOWN OF: (GREAT ISLAND) WEST YARMOUTH 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO PREPARED FOR: JONATHAN AND WHITNEY CLAY SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. 30 0 30 60 90 FOR BOATHOUSE BATHROOM, PROVIDE 1500 GALLON WATERPROOF SEP1C TANK _ AND 1000 GALLON WATERPROOF PUMP CHAMBER. PIPE TO PROPOSED SAS AS SCALE: 1 - 30'DATE: APRIL 9, 2001 SHOWN �VtH OF AOFl r��P``ARNE aJ39c� � c a7ALA H. CIVIL T' o •ri - oP ; lON NGS r/ OJALA, L.S. DATE YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION TO BE 4' BELOW THE HIGH POINT IN THE ROAD (6' VARIANCE REQUESTED) ' EXIST, WELL (FOR BEACH HOUSE AND BOAT HOUSE) I TENNIS COURT I �I J�1_ 10 C T ,nr nj off 508-362-4541 fox 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 FI -D'6 FILE COPY