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HomeMy WebLinkAbout0238 SCUDDER AVENUE - Health 238 Scudder Ave 289-067 ;'Vest Hyannisport i i Y8 TOWN OF BARNSTABLE LOCATION SC.ua ec hve SEWAGE # 00 VILLAGE W. -}Tgrw� r j ASSESSOR'S MAP & LOT'X31 — fo l INSTALLER'S NAME&PHONE NO. Enc tc L�i Cd S. SEPTIC TANK CAPACITY i 5'no 91,1 LEACHING FACILITY: (type) 0, -SOu ac l CWn .Oae rs (size) 9 W- 13 x W NO.OF BEDROOMS BUILDER OR OWNER J ( PERMITDATE: fjpslolCOMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply,Well and Leaching Facility (If any wells exist on site or within 260 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i A 19l A-S=3� oUT O � ' © w � a Dc►vew^r 5C,44er t ? i __.__ _ _ _ _ .. i J _ _ - _ _ _' �L. �. �t �' , ..a. .`',' .4' =�11 .T G n '�-r �J p. s � . .�� __ ��w j �� �� J > r: }� • � �. 1•. r� :.p'�s._ :, _a3� . � -.� i _ _ �� ��� � - - ..� ,: _ _ � - � � . . c-�. ;�%' t � r' "A k � ,i Y'. y� .N�, �:...k r��rd, ,� •�. ���. ,;,,,, � 4.t K+l,,•.J,ri. . � ��, i 't ,1 '4 'r'�+'�-t �1 s' . � 3�,1���'�-, Ifs�,,r..{ �. i i 1 .. _ _ (r i No. 10() Z01X E U F CO 1VrizzgV1VAJ Fee VVV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 14�. p Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplicatton for 33igpoal 6potem Construction Permit Application fora ermit to C nstntct( )Repair(;C )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Add or Lot No. 5 - Owner's Name,Address and Tel.No. r1-7 b 443 -vZ 171 vJ' -Ic�nn�s a OYIA s�n�.l �j�jj Assessor's Ma /Parcel m P off► A Installer's Name,Address,and Tel.No. �JO�b 775- 3 5C13 Deser's Name Address an I.No. co Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 gallons. Plan Date S O-Q Number of sheets O>1 Revision Date Title 7 Size of Septic Tank 1 15,'30 C,444 o N Type of S.A.S. c7 s1)r,gjeL I3x dS� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. 1, Signed Date fq 131, 2"_ Application Approved by 41 Date V13 �2 Application Disapproved forte following reasons Permit No. V 0 7-, Date Issued . 1• y1wN�ei> r \ �/ No. U C)a — 20 l:l _ � F ZOr11 U F E �U►N Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � Yes X' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS application for �Dizpooai Opotem Construction i3ermit Application fora ermit to C nstruct( , )Repair pC )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addre s or Lot No. — -,— Owner's Name,Address and Tel.No. (°_741> L14 3 W 4-1a,04t3"Pa . OR Assessor's Map/Parcel12 . . Installer's Name,Address,and Tel.No. tFc`So'��77S' 3 S� Desi er's Name Address an 1 No. I IYt I j}� , y.� l. -_J0 )OC13, �13`� Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 —gallons.,___. Plan Date S Av /D Number of sheets D>1 t Revision_Date Title " Size of Septic Tank J ;2�7 C,-ja o ti ype f S.A.S. ��c � � 13y as� Description of Soil Nature of Repairs or Alterations(Answer when applicable) L Date last inspected- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. ' LL'Signed - Date WA 1 13, Application Approved by Date V13102 Application Disapproved for d9following reasons "N' I Permit No. :a 007- �20V Date Issued U THE COMMONWEALTH OF MASSACHUSETTS a BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( ,i)Upgraded( ) Abandoned )by 1 at rQ3 (^ has been constructed 'n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o �0 dated o 1,1- ��- Designer }Installer (—vir, r.. -���� ,rv,� �o" The issuance of this pe t shall not be construed as a guarantee that the syst m will fugc •o as desi n Date Inspector i No. Fee au a- dwy THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE.MASSACHUSETTS migpoolal *potem eonotruction 30ermit Permission is hereby granted to Cons ( )R ,pair(x)Up ade( )Abandon( ) E System located at o� C tI�9 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions.. Provided:Con tru lion must be completed within three years of the date of ermit Date: 3 �� Approved by �! � d 8 TOWN OF BARNSTABLE LOCATION AW S wddcc /rve SEWAGE # 20Q. aQ — VILLAGE W. E-}Tq nrw`T ASSESSOR'S MAP & LOT — foil INSTALLER'S NAME&PHONE NO. S-A,65 ►i 60VA, SEPTIC TANK CAPACTI'Y 1 Sco gal' . LEACHING FACILITY: (type) 1-6-00 1 CIna,beet� (size) BMW 13x It' NO.OF BEDROOMS . BUILDER OR OWNER J PERMITDATE: U COMPLIANCE DATE: R dl Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet F. Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A-1= A-q--19 A-y:31,S' - - A-6=3� ' 'oEcK o � icon+Fw i wn ® w ® a TOP FNDN EL, 28.4' SYSTEM PROFILvE TEST HOLE LOGS -`"-" ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: RICK JUDD, RS MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6' OF FIN. GRADE DAVID STANTON 2% SLOPE REQUIRED OVER SYSTEM 27.3 WITNESS.- 224M 5.9' RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE 4Zl 102FOR FIRST 2' 25.1' PROPOSED 1QQ \ 3' MAX, PERC. RATE - < 2 MIN/INCH24.1' GALLON SEPTIC23,85' 24.3' CLASS I SOILS P#TANK (H- 1O ) GAS 23 53, --- LOCUS BAFFLE 23.70' �� Q Q Q, r-i O Q Q m SICIR 23.41 °a' AROUND FERN MIN o CI L� C ( 2 % SLOPE) �6' CRUSHED STONE OR MECHANICAL [� [] [�' (� �] o m [] �¢ Q ELEV. COMPACTION. U5,22I C2]) $$ 2' 113 = 0' CD 0 m � 0 m c 21.41' 0" 28,1' DEPTH Of FLOW = 4' ( 1 % SLOPE) % SLOPE) A TEE SIZES 10" 3/4' TO 1 1/2' DOUBLE WASHED STONE SL INLET DEPTH = 6" 1OYR 2/1 OUTLET DEPTH = 14" BW LOCATION MAP NOT TO SCALE i LEACHING LMS ASSESSORS MAP 289 PARCEL 67 FOUNDATION--- 45' SEPTIC TANK 15' D' BOX 14' � FACI1'.LTY 11.4't 10YR 4/6 3.51` 26" 25.9' I C 17,9' + 2s.z MED/COS NOTE: GROUNDWATER ELEV. EXPECTED AT 10'f PER TOWN OF BARNSTABLE + 2e.s GROUNDWATER MAP ' 2.5Y 5/4 SHEDS + t.0 CONFIRM SUITABLE SOILS TO 5' BENEATH LEACHING FACILITY AT TIME OF INSTALLATION 122" 17.9' 27,6 �p I NO WATER ENCOUNTERED �.� Cip goo, + 28.7 C.O. 87.9 + 26.42 NOTES �y a� 1. DATUM IS APPROX. NGVD SEPTIC DESIGN: (GARAGE DISPOSER IS NOT ALLOWED > o \ EXISTING DESIGN FLOW: 33E'�Rt?CIMS_ 110 Gp'i_ - 330 GPD 2. MUNICIPAL WATER IS f _ 4 --- _ 3, MINIMUM PIPE PITCH TO BE 1/8' PER FOOT, Zg EXIST. DWELL. 27'6` LOT 58 USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 1 o . "*,-,EXIST. _ 4' p 9,135t SQ. FT. r- _. 660 7.7 28. SEPTIC TANK. 330 GPD < 2 > - P s.g S. IPE JOINTS TO BE MADE WATERTIGHT. 'S .9 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. las Fya� USE A 1500 GALLON SEPTIC TANK 26.0 ENVIRONMENTAL CODE TITLE V. 10., G�� /+ LEACHING: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE HOLY + 2 7.9 W S /+ ® .5 SIDES: 2(25 + 12.83) 2 (.74) - 112 USED FOR LOT LINE STAKING. + 2$.7 �0g + BOTTOM: 25 x 12.83 (.74) 237 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. � 20. 27.7 00/+ 6.6 - 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT O + v TOTAL: 472 S.F. 349 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + 28. H 28. I % J��`� USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. EQUAL) WITH 4' STONE ALL AROUND 10. PUMPC & REMOVE (OR FL W/CLEAN SAND) EXISTING CESSPOOLS. + a 27,9 GRAVEL � k, BENCH MARK - CTR OF \i +\ �/ DRIVE -4P DRAIN MAN HOLE COVER �� �l" � �( - ELEV. _. 27.9 9t� ¢ � j 270 26.6 26.5 J5� L.EGEN (�vY PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN 2618 OF 100x0 EXISTING SPOT ELEVATION tt3� 2A S C U D D E R A VE N U E � 26.7 IN THE TOWN OF: �� 00 PROPOSED CONTOUR C� W. HYANNISPORT 100 EXISTING CONTOUR 7.9 PREPARED FOR: JUDY BLOOM C.O. PROP. CLEANOUT 27.0 20 0 20 40 60 BOARD OF HEALTH MA SCALE: 1" = 20' DATE: MAY 2, 2002 APPROVED DATE off SM-362-4541 J "t Nt r } fox 508 362-9880 �� vq g ARNE N. 0UA d e engineering,cope n p 9 9� inc, OJA CIVIL 8 �= NO.3M2 CIVIL ENGINEERS �'o� �STE °\���� '�IAIAIREs�a`�oQ LAND SURVEYORS AL �N6 02--077 939 ruin st. yarmouth, mo. 02675 ARNE H. OJA LA, P.E., P.L.S. __ ATE