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HomeMy WebLinkAboutSeptic As-Build CardNOTE: ALL WATER COMPONENTS AND MATERIALS SHALL CONFORM TO REQUIREMENTS OF THE YARMOUTH WATER DEPARTMENT AND AWWA STANDARDS. /--EXISTING 8" WATER MAIN 8"X6" TAPPING SLEEVE AND VALVE (MUELLER) iw -w' __ W __W _`W �__W _ W �w W V VI-E2 (STATE HIGHWAY VARIABLE WIDTH) [I BENCHMARK: HYDRANT #1751 S FLANGE BOLT CLOSEST TO THE STREET ELEVATION 14.62 I° CULTEC RECHARGER 18OHD NGVD 1929 F 219.13' EXISTING CB ------ -RlM= _._._... ._.... ......_.._.._�...___ -_-.�_�.�-_._ �.�_�..-____�..a_.._a _. �.k �'s t 1.5 �- S 70'28'00" E 265.55' ----- __-�-'° v POST AND RAIL FENCE j I I 6" X 2" TAPPING 2" CURB STOP / f SADDLE 4 ry/ o f / 2" SERVICE 3P_ • I r I EXISTING CB � � o / - � • - • N 1 EXISTING CB RIM -10.8 - ELEC. -- ---_ - EDz.E OF PAVEMENT CONNECT PROP 12" HDPE �-/ p / +� �,� CULTE CtiAROER AREA fF-� CONTR L BOX 2 -- -- _ �- T TO EX. CB AND PROP. D / - - - f - - " - . QI DMH #1 / / 6" BITUMINOUS BERM 5 REPAVE ENTRY 1 W/ 1/2" OVERLAY- MATCH VERLAY --� 3.5 WALK I MATCH EX. GRADE / / 8 A �I ` -- --- � � / 6" SPRINKLER u31 pp 1� SERVICE 4 I / OMIi 1VALVE 2000 GAL j -f j•T ,-� j i ' I I / PUMP CHAMBER / RIM=12.50 3 / INV 12"=9.3 IN) 4000 GAL ® I o--a-o- a- INV 12"=9.2 OUT) 1 I I .�rR. -'�,° ♦ _ / \ 2 -STORY SEPTIC TANK $ I 1 ----OFFICE BUILDING 4• CAST IRpN TOP OF FWNDATION = 14.3 I / CONNECT ROOF DRAIN 1 2 O TO CULTEC CHAMBERS g a / I � f POOL � tion �Iv °4 N / u-nL TY // \ B F / EASEMENT EXISTING eJ�� N IN / 4850/174 1 "YARMOUTH RESORT" I 10/ / 1 wnut RAMP MOTELI v Z r r e r Y-�-Y -� ?- s v Y', 2 STORY WOOD BUILDING SMC i�l I ' v r r r ,z 7 , t i �� j%a F A t Yr r��r,h`r r�1 i �. t , MATCH EX. GRADE �..� 7 ��� /� J . DX j `• LN DAD r M 14 1 SOIL REMOVAL vfuUTLIY I W I 'PROPOSED.Hii'if3ALES-p AND-SICTT FENCE z� ' BVW #15 3,250± S.F. ACCESS AND^ j`` VW #16 EASEMENT © ' � CONIC.IDUMPSTER PAD, ELEV= 12.1 72• '/// I y BV VW «Ivw eta �l I 0J14 WETLANDS BVW PROPOSED M $ �- /t �O INV.= 9.3 r -4 54,426±S.F. UPLAND , �I Off' 22,710±S.F. WETLAND SOIL REMOVAL x`� r� J �/ 77 , i ?^ T '. r z rnI ro �VW #13 %?.136±S.F. TOTAL = I `� c`Do ;.77±ACRES TOTAL BVW #19� , of I Q i 'TUtdINOUS PAVEMENT w i � �� - JL <I,. o! Ci I - N/F $ �/ 349 MAIN STREET REALTY TRUST 3 j o ;a Bvw #12 ASSESSORS MAP 30 aI f PORTION OF PARCEL 22.1 BVW #20 .. i BVW #22 BVW X231 \- j I 1 o BVW #21 BVW #11 \- li AL \. I - j l BVW #.!4 I i I I I i � BVW #10 AL AIL I I I - BVW #9 IV57.12.37,. I I 1 TR #3 __4e I - I �I TRAIt SECT 1 ARCEL "A-2" 237.02. i BITUMINOUS P'A'VEMENT �j Z , TR #3 \ . ��TR #2 157,854±S.F. UPLAND AYc 0 `/ ` 26,343±S.F. WETLAND aI 184,197±S.F. TOTAL I �\ 4.23±ACRES. TOTAL (67.5% IMPERVIOUS COVERAGE) (24.97 BUILDING COVERAGE) RVIN ----- 84.74' ' - T.I S 70'28'00" E ,D -BOX VD 1-9 1 1 N/F I CAPE COD CHILD DEV. PROGRAM INC. r ASSESSORS MAP 30 PARCEL 21 10' MIN PROPERTY LINE BUFFER 42'1 �P3P N 0� O LOCUS 0�`L LOCUS I NOT TO SCALE S 74'17'38" E 189.23' "AS -BUILT" 5" (2 1/2" PER COMPARTMENT) f LOCUS INFORMATION BLDG TIES DESCRIPTION INVERT BOOK 13848 A B ELEVATIONS PLAN REFERENCE: BOOK 368 No. 45937 PAGE 22 1. 30 ® BUILDING 11.93 2. 33.6' 32.0' IN TANK 11.80 3. 23.5' 47.8' OUT TANK 11.38 4. 18.6' 56.3' IN PUMP CHAMBER 11.12 5. 18.9' 67.0' OUT PUMP CHAMBER 10.88 6. 66.0' 107.6' ''IN "D" BOX 13.01 508 778 8919 REVISED JULY 2, 1992 OUT 'D" BOX 12.84 7. 53.9' 101.2' BEGINNING TRENCH 12.77 8. 42.8' 54.7' END TRENCH 12.55 9. BEGINNING TRENCH 12.80 10. END TRENCH 12.56 11. BEGINNING TRENCH 12.81 12. [END TRENCH 12.57 13. BEGINNING TRENCH 12.84 14.1 END TRENCH 12.61 15. 16. BEGINNING TRENCH END TRENCH 12.80 12.58 17. IIBEGINNING TRENCH 12.84 18. END TRENCH 12.60 19. 78.7' 114.8" BEGINNING TRENCH 12.82 20. 71.2' 76.0' `END TRENCH 12.59 „BOTTOM OF FIELD ADJ. GROUNDWATER 12.10 7.10 5" (2 1/2" PER COMPARTMENT) f LOCUS INFORMATION CURRENT OWNER: YARMOUTH RESORT, LLC. TITLE REFERENCE: BOOK 13848 Health. PAGE 292 PLAN REFERENCE: BOOK 368 No. 45937 PAGE 22 ASSESSORS I MAP: 30 PARCEL: 22 OVERLAY DISTRICT: NOT IN A ZONE II DISTRICT ZONING DISTRICT: B-2 SETBACKS: FRONT 30' IN SIDE 25' MASSACHUSETTS REAR 20' FRONTAGE: 125' MINIMUM LOT SIZE: 20,000 S.F. EXISTING LOT SIZE: 77,136± S.F. FEMA FLOOD A-9 (ELEV. 10) AS SHOWN ON ZONE DISTRICT: COMMUNITY PANEL 250015 0005 D 508 778 8919 REVISED JULY 2, 1992 I certify to the best of my best professional knowledge, information and belief that the Septic System As -Built conforms with the plan approved by the Yarmouth Board of Health. HOF41,1* 30? MARK D. DIBB CIVIL No. 45937 SYDNAL ENG f ✓ Professional Engineer Date JUN '. `L 2006 HEA� . -,EPT. AS -BUILT SEPTIC PLAN #349 MAIN STREET ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) JUNE 20, 2006 PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 el BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2006 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: 8364 -SAB -DWG DWG. NO: 5385.12 SHEET 1 OF 1 JOB. NO: 4-8364.00