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Home My WebLink About83-17612 E- o=�3`FEo O EE20 mc= mE J. c m E - rn5 mt a°' o�� SN o 0-QLm..t ZwF�E c°'aaU L ¢rO0 ttt>oppp-m cm�mmE aWm ro5m 'ma =ZQ= 0L 3�T Npn ¢T0 NVyO� UC i -.y cm'm n F>c ccEE cm 2 3 zJW� ouwoa �� 2'�y o'-ETm �`m p(a70< USy�im°A wp3 �o °'3E, m U� ¢ Sn�Nm ¢w �mc nmU Ana" o St 00w 'oTimm3��cbi wrnii mE �m.0 `0ci vein \ F= Ey Nuc ��cd DF2 ';gmmmvv � U Tu�nEG �aE VZc mmN mlim a° a. ¢ - c=m=mc ¢m Oao=mo'o'E 'mA Dm Y F3L-UY o�ES .j2��- ,4aUm��p mT ¢Q V LEGEND 4 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION / 100 PROPOSED CONTOUR - - 100-- EXISTING CONTOUR OD PROP. DRYWELL PROFILE VIEW OF PROP. ROCK RET. WALL (No SCALE) EASEMENT LINE3EL. 23.0' I EXIST. EL, 20.0' GRADE � SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD USE A 660 GPD DESIGN FLOW SEPTIC TANK: 660 GPD (2) = 1320 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (58 +10.8) 2 (.74) = 203.6 GPD BOTTOM 58 x 10.8 (.74) = 463.5 GPD TOTAL: 901 S.F. 667.1 GPD USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 3.5' STONE AT ENDS AND 3' AT SIDES MA APPROVED DATE BOARD OF HEALTH SYSTEM PROFILE TOP FNDN. AT EL. 33.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 23.0'f MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM s, RUN PIPE LEVEL FOR FIRST 2' LPROPOSED 1500 BASE. SEPTIC t .75' I tee EL 24.0'1 20.0'- 10) pS �� + o000 17.24 FFLE 17.41 23.0' MIN 6' CRUSHED STONE OR MECHANICAL (? % SLOPE) COMPACTION. (15.221 [21) DEPTH OF FLOW = 4 (--!-0% SLOPE) (-L- % SLOPE) TEE SIZES: INLET DEPTH - 10" OUTLET DEPTH - 14" FOUNDATION- 16' - SEPTIC TANK 23' D' BOX 8 00, / LOT 58 2.89 ACRES± EDGE OF I\ ' I FLOODZONE A5 EL2�1% I' / ' 1 Prop. 2' high rock retaining I , `9 wall `•••�•••/ / SD `� Start toe of wall at 1' off / 1 - _ easement line �!1 / T-7 Z:-- = ✓ ✓ // -e Prop. 4' high fence surrounding pool and %� J JJ i �f /� rn -' y..._ �� --J decking, per state and N local regulations. Provide self -latching gates as per code. i � •Jl J ; t � i / / �y 4L"= � '...- 20.5. - '- Q�'t- ` ` -.. 1 \ \� cyi � /¢P / 2' DOUBLE WASHED PROVIDE OBSERVATION PORT WITHIN 3' OF FINISH GRADE 26' Exist. leaching facility IJ %r J I Prop. rip -rept / k Prop. Poo / stone /wall at 2:1 slope. Tde TH2 / J N 0 � '/J l / \ 1' off e4fnt / / -al / - \ �. \ \ \ •J i /J I % line/ / ? .5' Prop \ . Oeshed ot' \ 3/4" TO 1 1/2" DOUBLE WASHED STONE I 11 Provide plantings to the satisfaction of the Conservation Administrator / 0� / J 1 1.5 Prop. Dwell. \ \ \ top fi0'dn = 33. \ \ \ \ 23 •� 1 / // J' ' 3� / / % "� I / / j l �' \ \,� \� PROP. INTERLOCKING BLOCK .5' / / / / 1 / / \ \ \�� \ \ \ RETAINING WALLS WITH STEPS 2 5/ i i ✓ ti \ \\ ?s \t\ (DESIGN BY OTHERS) FLOODZONE EL. 12.0' / 1 f r •� �/ / % / P{op. Drive. ry/ it { I t Prop( Drive. / t Try /yy Prop. work limit line of staked silt fence at min. 35' Off coastal bank / /ry ry �! BENCHMARK NAIL IN 12" OAK ELEV = 40.55' WATER EASEMENT \� `\ ` { ✓- �- 0. } DRAINAGE \\�_ ✓�- SONE EASEMENT IGH PT. 15RIVEWA /' (EL 36.5') UTILITY C NOTTINGHAM \` c9 TEL USTER RISER BOX, CAN RISER DRIVE 06-006 LEACHING FACILITY P1 9 w N 3' MAX. 5.0' BOTTOM TH 1 EL. 10.0' NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. WETLAND RESOURCE AREAS FLAGGED BY HAMLYN CONSULTING 12. DOWNSPOUTS SHALL BE DIRECTED TO DRYWELLS LOCUS MAP NOT TO SCALE ASSESSORS MAP 150 PARCEL 36.1 ZONING: R-40 LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL. 12 AND C AS SHOWN ON COMMUNITY PANEL #250015 0001D DATED REV. 7/2/92 TEST HOLE LOGS ENGINEER: A. H. OJALA, PE WITNESS: P. RENAUD DATE: 1/20/06 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 132" 1 1 NO GROUNDWATER ENCOUNTERED 110_5' TITLE 5 SITE PLAN OF VARIANCE REQUESTED FROM TOWN OF - 112 NOTTINGHAM -DRIVE YARMOUTH REGULATION: TOP OF YARMOUTH PORT FOUNDATION TO BE 3.5' BELOW THE HIGH POINT IN ROAD (5.5' VARIANCE) PREPARED FOR - AL & JULIE ROTH JULY 132006 REV 8/7/06�(CONCOM) REV 4/17/07 (POOL, SHEDS, ROCK WALLS) Scale: 1 "= 30' 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St, yarmouthport, ma 02675 T, �/- � � 06-006ROTH-SP (SB 4 ELEV. ELEV. 0" 21.0' 0" 21.5' A A LS LS 1OYR 3/2 10YR 3/2 12" 12" B B LS LS 30" 2.5Y 6/3 18.51OYR 30" 5/6 19.0' C1 MFS C PERC 2.5Y 6/4 PERC SOME 42" MS - GRAVEL C2 MCS 2.5Y 6/4 2.5Y 5/4 132" 1 1 NO GROUNDWATER ENCOUNTERED 110_5' TITLE 5 SITE PLAN OF VARIANCE REQUESTED FROM TOWN OF - 112 NOTTINGHAM -DRIVE YARMOUTH REGULATION: TOP OF YARMOUTH PORT FOUNDATION TO BE 3.5' BELOW THE HIGH POINT IN ROAD (5.5' VARIANCE) PREPARED FOR - AL & JULIE ROTH JULY 132006 REV 8/7/06�(CONCOM) REV 4/17/07 (POOL, SHEDS, ROCK WALLS) Scale: 1 "= 30' 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St, yarmouthport, ma 02675 T, �/- � � 06-006ROTH-SP (SB LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION / 100 PROPOSED CONTOUR - - 100__ EXISTING CONTOUR OD PROP. DRYWELL SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 6 BEDROOMS 0 110 GPD = 660 GPD USE A 660 GPD DESIGN FLOW SEPTIC TANK: 660 GPD (2) = 1320 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (58 +10.8) 2 (.74) = 203.6 GPD BOTTOM 58 x 10.8 (.74) = 463.5 GPD TOTAL: 901 S.F. 667.1 GPD USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 3.5' STONE AT ENDS AND 3' AT SIDES APPROVED MA DATE BOARD OF HEALTH SYSTEM PROFILE TOP FNDN. AT EL. 33.0' ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) /W -4__n_'_4-1 ACCESS COVER (WATERTIGHT) TO 91 Z nMNnllm 7a' nr crnivw rwvo DCCPAM ! WITHIN 6' OF FIN. GRADE RUN PIPE LEVEL FOR FIRST 2' PROPOSED1500 '- d_ BASE. 20.0' GALLON SEPTIC 19.75' I t EL. 24.0'± y TANK (H- 10) GAS 17.24' 17.41 23.0' o MIN \_6' CRUSHED STONE OR MECHANICAL (? % SLOPE) COMPACTION. (15.221 [2� DEPTH OF FLOW = 4 (_100% SLOPE (-L-% SLOPE) TEE SIZES: INLET DEPTH = 10„ OUTLET DEPTH = 14" FOUNDATION- 16' - SEPTIC TANK 23' D' BOX b / 8 / o c a s= / LOT 58 2.89 ACRES± EDGE OF 1 } 9 / FLOOD70NE A5 1f2_1% / I Prop. 2' high rods retaining �••• .�. ` wall �•••` , / / `S Start toe of wall at t' off ,s7 / ' j -_easement line PROFILE VIEW OF �! PROP. ROCK RET. WALL �_ - --_ `'1 -14- r\ _ (NO SCALA � � / % '� � � � � ` \ Prop. 4' high fence � / surrounding pool and /rnnn - y. '7 decking, per state and EASEMENT / , / N/� r local regulations. -Provide UNE 1 0, EL. 23.0' _ : ! ( / "` f / `� �® �'� ��` I �� ,� serf code.-latchgates as VVV P EXIST. L 20.0 GRADE Q: \ 01 PROVIDE OBSERVATION PORT WITHIN 3" OF FINISH GRADE 2' DOUBLE WASHED F1 26' 3/4" TO 1 1/2" DOUBLE WASHED STONE I I leaching facility ~ Prop. rip -rap, f Prop. Pa >s \ &/R stonewall at 21. ,V 2:1 s(ope. Tde f f T}{ '/ �` �.,, ��. 1p 4 0 \>s \\ \� A'"S at I/'' off e9fnt $ f/ / sProhed �ecO � c� 6.5 e Provide plantings to the satisfaction of the Conservation Administrator f/ Prop. Dwell. \ \ \ top fndn = 33.0' PROP. INTERLOCKING BLOCK 3.2' \\ A\ RETAINING WALLS MATH STEPS 2 5' (DESIGN BY OTHERS) ooe / 3g, fed o // , orV � FLOODZONE EL. 12.0' /jam � tl ^ /�Ib 1f /f f/ f J O• r / / / / ` I I \ , J I / '` 0 / / Pfop. Drive. Props Drive. Prop. work limit line of staked silt fence at min. 35' // / 1 off / / / / ` Ocoastal bank /ry'ry i BENCHMARK p / /y►/ _ `� \ NAIL IN 12" OAK I ELEV = 40.55' / WATER EASEMENT t j / '� s� O I DRAINAGE EASEMENT \\ `PAVED -HIGH PT. -'�_ 6RIVEWA /' (EL. 36.5') �. UTILITYC STEELER NOTTINGHAM c9 TEL CRSER HAN BOX, OATV RISER DRIVE LEACHING FACILITY I 3' MAX. - -, 5.0' BOTTOM TH 1 EL. 10.0' I w m VARIANCE REQUESTED FROM TOWN OF YARMOUTH REGULATION: TOP OF FOUNDATION TO BE 3.5' BELOW THE HIGH POINT IN ROAD (5.5' VARIANCE) NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. WETLAND RESOURCE AREAS FLAGGED BY HAMLYN CONSULTING 12. DOWNSPOUTS'SHALL BE DIRECTED TO DRYWELLS LOCUS MAP NOT TO SCALE ASSESSORS MAP 150 PARCEL 36.1 ZONING: R-40 LOCUS IS WITHIN FEMA FLOOD ZONE A5 EL. 12 AND C AS SHOWN ON COMMUNITY PANEL #250015 0001D DATED REV. 7/2/92 TEST HOLE LOGS ENGINEER: A. H. OJALA, PE WITNESS: P. RENAUD DATE: 1/20/06 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS ^ ELEV. V v^ p " 21.0' 0- - A A LS LS 1OYR 3/2 1OYR 3/2 12" 12" B B LS LS 30" 2.5Y 6/3 18.5'30" 10YR 5/6 Ci MFS C PERC 2.5Y 6/4 PERC 42" IVIS C2 MCS 2.5Y 6/4 2.5Y 5/4 132" 10.0' 132" NO GROUNDWATER ENCOUNTERED OF } A 112 NOTTINGHAM DRIVE YARMOUTH PORT PREPARED FOR AL & JULIE ROTH JULY 13, 2006 REV 8/7/06 (CONCOM) REV 4/17/07 (POOL, SHEDS, ROCK WALLS) Scale:1 "= 30' 0 15 30 45 60 75 FEET off 508-362-4541 fax 508-362-9880 down cape engineering, CIVIL ENGINEE LAND SURVEYa 939 main st. yarmouthport, ma 0 f i;': _.,• / --I _ /%'� 06-006ROTH.