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Home My WebLink About4186------ -- - -- I. ro a � _ ELI - FM ^l:5^f1� ---'�t f/'.y�_ � �� ` 7I i �--. ��C � r (� . S t/jam S moi•.-�%t I �.G'� �� J`'?r)::�Cn r� v"cj 'J ------------ �. `•` y4✓ _ .—_----'--- --_ � - .-_ .�.--, .+< c^ Yom' � 1\ ��. r. ��+ a --- e. g,� �CIJ \-� 1-�� r ��'n ^�� 1/� S'^��. 1.,54...-� y�-�• - mss= - •� 7. -,0 APPROVED YMMOUTH CO?A" OKHRD L o - IP = - III_ I _di APPROVED BY: DRAWN BY SCALE: DATE: �^� "✓Y�- _.. -_ - _ DRAWING NUS .� t��oci. - F � .I-r�. `l-p'""i I1�1-1f-__, LEFT LLC.VA I ID Em SxY417 c r-- y O -7f.S�Fppmlmo o YARMOUTH C014`",ITfEE OKHRO SCALE: APPROVED �•_ ..APPROVED BY: DRAWN BY DRAWING NUMBER kz -� Ip OCE N SITEMAP Scale:1 "= 200' 0 100 200 300 400 500 FEET DANIEL A. OJALA No. 40980 c` Rte 6A O Qc 0 i i N� LOCUS s a p ou e Pooh LOCUS MAP YARMOUTH ASSESSOR'S MAP 115 PCL. 233.1.1 LOCUS IS IN F.E.M.A. ZONE C Total Area=1,597,437± Sq. Ft. or 36.7 ACRES SITE PLAN IN YARMOUTHPORT, MA PREPARED FOR CAMP WINGATE * KIRKLAND DATE: APRIL 1, 2008 PERMIT SET — NOT FOR CONSTRUCTION 1 OF 2 )ANIELA.Acy�N� off 508-362-4541 OJALA fax 508-362-9880 CfVIL No. 46502 �Q downcape.com SGO:AL EAG ^ ��, l,g down cepe en Illeefiag, iac. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 ;w 4 t � a 00$ 07-315 RUBENSTEIN—SP.DWG 5 _t77 LEGEND 99- EXISTING CONTOUR X 991 EXIST. SPOT ELEV. RENAUD, PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. T�H11 EFFLUENT 01 X01 TEST HOLE 22�_ SLOPE OF GROUND rQ) UTILITY POLE (.74) FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING DUPLEX PANEL WITH ALARM & LIGHT TO BE MOUNTED IN BLDG. ON SEPARATE CIRCUIT. COORDINATE LOCATION WITH OWNER PRESS TO SILENCE SWITCH. ACCESS COVERS TO WITHIN 6. OF FIN. GRADE t-� PRECAST H-10 RISERS (1YP.) PVC 2'f 1500 GAL H-20 14" 1 DUAL Co UAL TEE PTEE SEPTIC TANK 7210 -(ACME Oft EGUNa J��I ��j�u�j`' fi11Y GAS DEPTH OF FLOW = 4 , TEE SIZES: INLET DEPTH = OUTLET DEPTH >a 14" ( 2_5 % SLOPE) FOUNDATION - 10' SEPTIC TANK *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 0_75' 20.72' SE2755 v INSTALL RENAUD, TUF-TITS C.W. EF -4 19.0'± EFFLUENT 01 X01 FILTER OR a0, EQUAL (ACME OR EQUAL) (--!-% SLOPE) ELECTRICAL PERMIT MUST BE OBTAINED FROM THE TOWN OF YARMOUTH BUILDING DEPT. 2' CAST IRON COVERS TO GRADE SYSTEM PROFILEALL MARKED WITITHCMAGNEIC TAPSHALL E RBE (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVER TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE SEE VENT NOTE ON PLAN 2" PEASTONE OR GEOTEXTILE ( ) FILTER FABRIC OVER STONE OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 32.0' INSULATE WITH BLOCKS OR RIGID FOAM PRECAST RISERS WHERE <2' INSTALL INLET 4"0SCH40 PVC MORTAR ALL FROM GRADE TEE 1• Na PIPES LEVEL 1ST Y COMPONENTS H-10 2" PRESSURE LINE OUTLET INVERT ENDS (TYP.) INV• 27,5' 8:4• SIDES SLOPE TO GRAN BACK J^$;0003ov° ... - - - i .. ..... 0 ®®�®®®® °0000°0° oOo0o0o0 IeC�Oiil o o°o°o° -CHEC10.25- K VALVE �O •O O •O >°Oo°o°o° 0 0 0 °°°°°° r>..O,O r >°°000°°° DUPLEX MYERS SRM4 >o°0°0°00 M B 4 10 HP PUMP 27.75' 27.58' 00.0 SYSTEM (OR EQUAL) >0` CAUTION[ PRIVATE H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL >Do ELECTRIC SERVICE IN 3/4"-1-1/2" DOUBLE WASHED STONE �Or AREA OF PRESSURE UNEI ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.0' X 10.0' COMPACTION. (15.221 [2]) ° (-L-% SLOPE) NO GROUNDWATER FOUND PUMPLEACHING GROUNDWATER EXPECTED TO BE FOUND 3' CHAMBER 187 D BOX 10 FACILITY NOTIFY DESIGN ENGINEER IF ENCOUNTERED >340 GALLONS IN RESERVE WHEN EXCAVATING FOR TANK & CHAMBER FLOAT SWITCH ALARM ON THE INSTALLER SHALL VERIFY THE SETTINGS: PUMP ON FEASIBILITY AND ADEQUACY OF EXISTING 4" WORKING RANGE 8" ELECTRICAL SYSTEM (TO ACCOMMODATE 4" ADDITIONAL ELECTRICAL SERVICE TO DUPLEX PUMP OFF 18" PUMP SYSTEM) PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 20 W 15 L, z 0 W 10 x J 0 1- 5 0 25 50 75 100 \ -- ----- --- CAPACITY - GPM y1\�__--35- -- _- ---'--------- PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP APPROXIMATE PRIVAET / ix\ \ EUCIRIC SERVICE. , ___ PROVIDE VENT-NTH_CHARCQAL F1LT_ER `V VERIFY IN -FIELD PRIOR�1 ,..� ; 4 _-ANDE "BGGSCRE N (FINAL PLACEMENT � TO NY EXCAVA310N:--� �3 .` 6 )` _ .; TH=2-'' - HA TH----OWNER'SCONSULTA-- ----------------- 1 IN 55'1 OF 40 MIL POLY LINER-----AS-�� i -(TO PREF EER PLAN \\ LODGE 6 `� `--�`\- 31- _ H-,_ d� (TO PREVENT BAEAKOUTr'-------- -- -- ` \\ -- _ \ `� •'s, ` f 1 __-'' __-- ,___TOP EL 29.0' 30 BOTTOM FFR 61770-4----'l �J\ 9 '" '' --- - --__ \ __ \_IIJ_SP. REP�nO,tRT�T _ _., ___---' ---- S. TANK /' 1� l �'' Z i2� �i ''" --__--------------------Lpt 4 /1 `\\ \ \ \ \ <\ `� l Sq. Ftp or 36.7 AOR�S >�BOX `/ ,_ / '' , � -- Total Wetand krep=107,812$ Sq. Ft�•or 2.5 ACRES'I� �� \\ \�� \\ \\\ \ o < -_ ,/ oQ / ---' , , _______Total Uptand Area=T,,489,65� \Sq. Ft. or`.A4.2 ACRES `, \ \ ;< / ,. \ O T--1 Jam-- i • - \ \ ` Al�\ \ 1 1 C 1 / i� J� _ BENCHMARK \\ \ \\ T?R SASS\ `-� // O / -� 25 Z '� STAFE 1gUT \ \ \ \ C , p , / ELEVA310N \23`11 r i v i SPIKE C \ \ --- Do b' MAN MADE �jj "\\ \ �\ `�� --• ` POND n' BENCHMARK #1 ^ !�� ELEVATION: 21.17 `\ \ `� DIRT J� SPIKE `\ \ ROAD 1 / \ 1 RUNOFF -7, ` DI'RT- WALEI N I ALL WATER SERVICE SHOWN LAWN AREA IS APPROXIMATE PER OWNER (SEE NOTE #10) P 10 --l:;F --- T - !TO B ' I DEMO ISHEI DIRT FFL00 2 ROAD ,_1 ELEV= 2.5' PROPOS f� DCE #07-315 PROPOSED 48'X72' BARN SLAB = 23.5' TOP FND.=24' SHED 11751± SF NOTES 1. DATUM IS APPROXIMATE NM 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR PROPOSED TANK & CHAMBER TO BE AASHO H-Z.Q, DBOX & CHAMBERS TO H-)4, 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. 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 CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTIU71ES PRIOR TO COMMENCEMENT OF WORK. PRIVATE UTILITIES IN AREA NOT SHOWN. LOCATE & EXERCISE CAUTION PRIOR AND DURING EXCAVATION. RE-ROUTE AS REQUIRED. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS WITH OWNER AND APPROPRIATE VENDORS. TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S., SE2755 1 10 - WITNESS: PHIL RENAUD, TEE GAL. PUMP CHAMBER DATE: APRIL 3, 2008 UM CHAMBER �! PERC. RATE _ (ACME OR EQUAL) 130 + 10) 2 (.74) (SETTINGS Sam) / BOTTOM CLASS I SYSTEM PROFILEALL MARKED WITITHCMAGNEIC TAPSHALL E RBE (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVER TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE SEE VENT NOTE ON PLAN 2" PEASTONE OR GEOTEXTILE ( ) FILTER FABRIC OVER STONE OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 32.0' INSULATE WITH BLOCKS OR RIGID FOAM PRECAST RISERS WHERE <2' INSTALL INLET 4"0SCH40 PVC MORTAR ALL FROM GRADE TEE 1• Na PIPES LEVEL 1ST Y COMPONENTS H-10 2" PRESSURE LINE OUTLET INVERT ENDS (TYP.) INV• 27,5' 8:4• SIDES SLOPE TO GRAN BACK J^$;0003ov° ... - - - i .. ..... 0 ®®�®®®® °0000°0° oOo0o0o0 IeC�Oiil o o°o°o° -CHEC10.25- K VALVE �O •O O •O >°Oo°o°o° 0 0 0 °°°°°° r>..O,O r >°°000°°° DUPLEX MYERS SRM4 >o°0°0°00 M B 4 10 HP PUMP 27.75' 27.58' 00.0 SYSTEM (OR EQUAL) >0` CAUTION[ PRIVATE H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL >Do ELECTRIC SERVICE IN 3/4"-1-1/2" DOUBLE WASHED STONE �Or AREA OF PRESSURE UNEI ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.0' X 10.0' COMPACTION. (15.221 [2]) ° (-L-% SLOPE) NO GROUNDWATER FOUND PUMPLEACHING GROUNDWATER EXPECTED TO BE FOUND 3' CHAMBER 187 D BOX 10 FACILITY NOTIFY DESIGN ENGINEER IF ENCOUNTERED >340 GALLONS IN RESERVE WHEN EXCAVATING FOR TANK & CHAMBER FLOAT SWITCH ALARM ON THE INSTALLER SHALL VERIFY THE SETTINGS: PUMP ON FEASIBILITY AND ADEQUACY OF EXISTING 4" WORKING RANGE 8" ELECTRICAL SYSTEM (TO ACCOMMODATE 4" ADDITIONAL ELECTRICAL SERVICE TO DUPLEX PUMP OFF 18" PUMP SYSTEM) PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 20 W 15 L, z 0 W 10 x J 0 1- 5 0 25 50 75 100 \ -- ----- --- CAPACITY - GPM y1\�__--35- -- _- ---'--------- PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP APPROXIMATE PRIVAET / ix\ \ EUCIRIC SERVICE. , ___ PROVIDE VENT-NTH_CHARCQAL F1LT_ER `V VERIFY IN -FIELD PRIOR�1 ,..� ; 4 _-ANDE "BGGSCRE N (FINAL PLACEMENT � TO NY EXCAVA310N:--� �3 .` 6 )` _ .; TH=2-'' - HA TH----OWNER'SCONSULTA-- ----------------- 1 IN 55'1 OF 40 MIL POLY LINER-----AS-�� i -(TO PREF EER PLAN \\ LODGE 6 `� `--�`\- 31- _ H-,_ d� (TO PREVENT BAEAKOUTr'-------- -- -- ` \\ -- _ \ `� •'s, ` f 1 __-'' __-- ,___TOP EL 29.0' 30 BOTTOM FFR 61770-4----'l �J\ 9 '" '' --- - --__ \ __ \_IIJ_SP. REP�nO,tRT�T _ _., ___---' ---- S. TANK /' 1� l �'' Z i2� �i ''" --__--------------------Lpt 4 /1 `\\ \ \ \ \ <\ `� l Sq. Ftp or 36.7 AOR�S >�BOX `/ ,_ / '' , � -- Total Wetand krep=107,812$ Sq. Ft�•or 2.5 ACRES'I� �� \\ \�� \\ \\\ \ o < -_ ,/ oQ / ---' , , _______Total Uptand Area=T,,489,65� \Sq. Ft. or`.A4.2 ACRES `, \ \ ;< / ,. \ O T--1 Jam-- i • - \ \ ` Al�\ \ 1 1 C 1 / i� J� _ BENCHMARK \\ \ \\ T?R SASS\ `-� // O / -� 25 Z '� STAFE 1gUT \ \ \ \ C , p , / ELEVA310N \23`11 r i v i SPIKE C \ \ --- Do b' MAN MADE �jj "\\ \ �\ `�� --• ` POND n' BENCHMARK #1 ^ !�� ELEVATION: 21.17 `\ \ `� DIRT J� SPIKE `\ \ ROAD 1 / \ 1 RUNOFF -7, ` DI'RT- WALEI N I ALL WATER SERVICE SHOWN LAWN AREA IS APPROXIMATE PER OWNER (SEE NOTE #10) P 10 --l:;F --- T - !TO B ' I DEMO ISHEI DIRT FFL00 2 ROAD ,_1 ELEV= 2.5' PROPOS f� DCE #07-315 PROPOSED 48'X72' BARN SLAB = 23.5' TOP FND.=24' SHED 11751± SF NOTES 1. DATUM IS APPROXIMATE NM 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR PROPOSED TANK & CHAMBER TO BE AASHO H-Z.Q, DBOX & CHAMBERS TO H-)4, 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. 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 CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTIU71ES PRIOR TO COMMENCEMENT OF WORK. PRIVATE UTILITIES IN AREA NOT SHOWN. LOCATE & EXERCISE CAUTION PRIOR AND DURING EXCAVATION. RE-ROUTE AS REQUIRED. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS WITH OWNER AND APPROPRIATE VENDORS. TEST HOLE LOGS PERC G C FMS FMS 2.5Y 7/6 2.5Y 7/6 123" u 20_2' 120" I�. NO GROUNDWATER ENCOUNTERED ARE9.N-OT\ SUBJECT SYSTEM DESIGN: cN TO COCAL bR STATE WETLAND'REGULATION \ ``�\ `\I GARBAGE DISPOSER IS NOT ALLOWED CRAFT\SHEDS `` \\ \``,_\\ `\ \i i DESIGN FLOW: 34 DAY CAMPERS ® 10 GPD = 340 GPD TO Bt -,,o •'•�.. 336.1' USE A 340 GPD DESIGN FLOW Tp NEARES� DEMOLISHED'`,, "_�'_ 1 '--------- ___ - \LOT SEPTIC TANK: 340 GPD (2) = 680 �2 'Ir `-- \ GARAGE --------------- 3 _ !`<// \ X2 00- 'PROPOSED `\ \\ - HP ACCESS 0 SEPTIC TANK & ` ALL PUBLIC 340.5. \ CHAMBER / DOORS (TYP.) NEAREST LOT LINE . ENGINEER: DAVID FLAHERTY, R.S., SE2755 TANK WITNESS: PHIL RENAUD, YBOH GAL. PUMP CHAMBER DATE: APRIL 3, 2008 PERC. RATE _ < 2 MIN/INCH 130 + 10) 2 (.74) = 118 GPD / BOTTOM CLASS I SOILS P# TOTAL: Q ELEV. 340 GPD ELEV. V p" 30.5' p" 31.0' USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) O WITH 2.7' STONE AT ENDS AND 2.6' AT SIDES O 3° 3" A /E A / r LS / LS 1CYR 5/2 APPROVED 1CYR 5/2 9" 10" B B LS LS „ 34 1CYR 5/8 27.1 30" 1OYR 5/8 2A_5' PERC G C FMS FMS 2.5Y 7/6 2.5Y 7/6 123" u 20_2' 120" I�. NO GROUNDWATER ENCOUNTERED ARE9.N-OT\ SUBJECT SYSTEM DESIGN: cN TO COCAL bR STATE WETLAND'REGULATION \ ``�\ `\I GARBAGE DISPOSER IS NOT ALLOWED CRAFT\SHEDS `` \\ \``,_\\ `\ \i i DESIGN FLOW: 34 DAY CAMPERS ® 10 GPD = 340 GPD TO Bt -,,o •'•�.. 336.1' USE A 340 GPD DESIGN FLOW Tp NEARES� DEMOLISHED'`,, "_�'_ 1 '--------- ___ - \LOT SEPTIC TANK: 340 GPD (2) = 680 �2 'Ir `-- \ GARAGE --------------- 3 _ !`<// \ X2 00- 'PROPOSED `\ \\ - HP ACCESS 0 SEPTIC TANK & ` ALL PUBLIC 340.5. \ CHAMBER / DOORS (TYP.) NEAREST LOT LINE . LODGE 8 ,, --_ - 5'X5' LANDING '' % / W/ 4' WALK 0 <5%tih i W W_ -W MAINTENANCE W� W BUILDING VA OF44S, DANIEL y6N a A. OJALA N No. 40980 9O�esslti P SU ' ANIELA. OJALA CIVIL 0.46502 21.0' LOCUS MAP YARMOUTH ASSESSOR'S MAP 115 PCL. 233.1.1 LOCUS IS IN F.E.M.A. ZONE C Total Land Area=1,597,437± Sq. Ft. or 36.7 ACRES REFERENCES REFERENCE: DB 18997 PG 340 YARMOUTH ASSESSOR'S MAP 115 PCL. 233.1.1 OWNER OF RECORD WINGATE KIRKLAND REAL ESTATE, LLC, A DELAWARE LIMITED LIABILITY COMPANY 20 LINNELL LANE YARMOUTHPORT, MA 02675 ADDRESS: #79 WHITE ROCK ROAD, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: PROPOSED: MIN. LOT SIZE (UPLAND) 40,000 S.F. 1,489,635 S.F. MIN. LOT FRONTAGE 150' 150' MIN. FRONT SETBACK 30' 370±'* MIN. SIDE SETBACK 20' 333.8'** MIN. REAR SETBACK 20' 333.8'** MAX. BUILDING COVERAGE 25% 1.77.*** *PROPOSED CONSTRUCTION TO NEAREST FRONTAGE **PROPOSED CONSTRUCTION TO NEAREST LOT LINE *** CHANGE IN BUILDING COVERAGE: PROPOSED BUILDING = 3,456 SF BUILDINGS TO BE DEMOLISHED = 1,546 SE NET INCREASE = 1,910 SF THIS SITE IS WITHIN THE AQUIFER PROTECTION DISTRICT (ZONE II) NOTE: NO CHANGE IN USE, OR INCREASE IN PARKING DEMAND ANTICIPATED. EXISTING CRAFT SHEDS TO BE CONSOLIDATED INTO A SINGLE ART BARN. HANDICAP ACCESS AND BATHROOMS PROPOSED. SITE & SEPTIC PLAN PROPOSED BARN IN YARMOUTHPORT, MA PREPARED FOR CAMP WINGATE * KIRKLAND DATE: APRIL 1, 2008 REV. DATE: APRIL 16, 2008 (DOORS) PERMIT SET - NOT FOR CONSTRUCTION 2OF2 I off 508-362-4541 fax 508-362-9880 downcope.com 17 0 WO� - , . , -rE--- 0-0h Inc. MAY 5 - 'Loud surveyors engineers Scale: i'= 20' I d surveyors RooFU t ( Rte 6A) 0 1) 20 30 40 50 FEET THP ORT MA 02675 07-315 RUBENSTEIN_SP.DWG (DDF) I. USE A 1500 GAL. SEPTIC TANK USE A 1000 GAL. PUMP CHAMBER LEACHING: / SIDES: 2 130 + 10) 2 (.74) = 118 GPD / BOTTOM 30 x 10 (.74) = 222 GPD TOTAL: 460 S.F. 340 GPD r USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) , WITH 2.7' STONE AT ENDS AND 2.6' AT SIDES / r / MA APPROVED DATE BOARD OF HEALTH LODGE 8 ,, --_ - 5'X5' LANDING '' % / W/ 4' WALK 0 <5%tih i W W_ -W MAINTENANCE W� W BUILDING VA OF44S, DANIEL y6N a A. OJALA N No. 40980 9O�esslti P SU ' ANIELA. OJALA CIVIL 0.46502 21.0' LOCUS MAP YARMOUTH ASSESSOR'S MAP 115 PCL. 233.1.1 LOCUS IS IN F.E.M.A. ZONE C Total Land Area=1,597,437± Sq. Ft. or 36.7 ACRES REFERENCES REFERENCE: DB 18997 PG 340 YARMOUTH ASSESSOR'S MAP 115 PCL. 233.1.1 OWNER OF RECORD WINGATE KIRKLAND REAL ESTATE, LLC, A DELAWARE LIMITED LIABILITY COMPANY 20 LINNELL LANE YARMOUTHPORT, MA 02675 ADDRESS: #79 WHITE ROCK ROAD, YARMOUTHPORT, MA 02675 ZONING SUMMARY ZONING DISTRICT: R40 REQUIRED: PROPOSED: MIN. LOT SIZE (UPLAND) 40,000 S.F. 1,489,635 S.F. MIN. LOT FRONTAGE 150' 150' MIN. FRONT SETBACK 30' 370±'* MIN. SIDE SETBACK 20' 333.8'** MIN. REAR SETBACK 20' 333.8'** MAX. BUILDING COVERAGE 25% 1.77.*** *PROPOSED CONSTRUCTION TO NEAREST FRONTAGE **PROPOSED CONSTRUCTION TO NEAREST LOT LINE *** CHANGE IN BUILDING COVERAGE: PROPOSED BUILDING = 3,456 SF BUILDINGS TO BE DEMOLISHED = 1,546 SE NET INCREASE = 1,910 SF THIS SITE IS WITHIN THE AQUIFER PROTECTION DISTRICT (ZONE II) NOTE: NO CHANGE IN USE, OR INCREASE IN PARKING DEMAND ANTICIPATED. EXISTING CRAFT SHEDS TO BE CONSOLIDATED INTO A SINGLE ART BARN. HANDICAP ACCESS AND BATHROOMS PROPOSED. SITE & SEPTIC PLAN PROPOSED BARN IN YARMOUTHPORT, MA PREPARED FOR CAMP WINGATE * KIRKLAND DATE: APRIL 1, 2008 REV. DATE: APRIL 16, 2008 (DOORS) PERMIT SET - NOT FOR CONSTRUCTION 2OF2 I off 508-362-4541 fax 508-362-9880 downcope.com 17 0 WO� - , . , -rE--- 0-0h Inc. MAY 5 - 'Loud surveyors engineers Scale: i'= 20' I d surveyors RooFU t ( Rte 6A) 0 1) 20 30 40 50 FEET THP ORT MA 02675 07-315 RUBENSTEIN_SP.DWG (DDF) I.