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Home My WebLink About0052 MASSACHUSETTS AVENUE - Health 52 Massachusetts Avenue Hyannis A = 287 023002 0 iI 1 t DD//� &vt �; CD Q - -- 312 a O uawarmua ` l_ ! E CD O ` FC7p'EIA w� EF j I E I Wsm ^ �No007a MTM bJ6mreGtysG I tiA�l•1 -lB1M 1* f � r —J I (� `Y t� jk 41- PROPOSED FIRST FLOOR PLAN NGY:E ief'+e.0' TOWN OF BARNSTABLE LOCATION 5 2 M 455 A V6- SEWAGE # VILLAGE 14\f,4 Py mi r?,0^4 ASSESSOR'S MAP & LOT "623'�2 INSTALLER'S NAME&PHONE NO.�&L',0s6VJ =4x 775"'R7 7(,, SEPTIC TANK CAPACITY Soca LEACHING FACILITY: (type) ;I, D&440ELt's (size) a?( 1 Z T a F NO.OF BEDROOMS "3 BUILDER OR OWNER b P N 60 PERMITDATE:� 6 COMPLIANCE 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 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �f G w z Wt w J, r O i ti ,. No. 20e 3 r Z93 # Fee$5 J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for 30iop0af Opgtem Con-Wuction 3permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 52 Mass Ave Hyannisport, MA c/o Dennis of Harvard Realty Assessor's Map/ParcelVincent O'Neil 287-23-2 Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. W.E. Robinson Septic Service C.R.. Short P.O. Box 1089 Centerville Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder&o ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil: sand Nature of Repairs or Alterations(Answer when applicable) Install Title 5 System to plans of C.R. Short 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 Enviro ental Code d not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board. f thy, .r _ Signed s 4 Date y Application Approved by Date Application Disapproved for the following reasons Permit No. 2-Co 3 s Zga Date Issued 2 5142 .i No. tab 3 Z83 + Fee 50 00 [ Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS r ;. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for �hgpozar *potent Construction Permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( . ) ❑Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 52 Mass Ave Hyannisport, MA c/o Dennis of Harvard Realty Assessor's Ma /Pazcel Vincent O'Neil 2�7-23-2 Installer's Name,Address,and Tel.No. 5 0 8-7 7 5—8 7 7 g Designer's Name,Address and Tel.No. W.E. Robinson Septic Service C.R. Short P.O. Box 1089 Centerville Type of Building: Dwelling , No;of Bedrooms f3 Lot Size sq.ft. Garbage Grinder(Qo) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank, Type of S.A.S. Description of Soil sand Nature of Repairs or Alterations(Answer when applicable) Install Title 5 S y sem to plans of C.R. Short 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 Environ ental Code d not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board-of H thv Signed Application Approved by S Date Application Disapproved for the following reasons Permit No. -?-co 3 " Z9a Date Issued 2 f e) O'1teil THE COMMONWEALTH OF MASSACHUSETTS Dennis/Harvard BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( X)Upgraded( ) Abandoned )by W.E.-Robinson Septic Service at 5 Mass Ave Hyannisport has been constructed j6 acc 14 ce with the provisions of Title 5 and the for Disposal System Construction Permit No. 2w-?--2?.?dated b Z Installer Designer The issuance 01 thi ermi shall not be construed as a guarantee that the syste it c ' s de Date Inspector No. 200 3—j�3 Fee$50.00 O'Neil THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Dennis/Har Die;poot *p5tent Construction Permit Permission is hereby granted to Construct( .)Repair(X )Upgrade( )Abandon( ) Systemlocatedat 52 Mass Ave Hyannisport 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: Cons ction ust be completed within three years of the date'of this pe Date: 2� Cy 3 Approved by TOWN OF•BARNSTABLE LOCATION A✓,(— SEWAGE # C�-2F3 VELLAGE 14%fAcy/A)C?/-3^j2+ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.A:1100)-56NV - tIL' 77S P?7 7(-, SEPTIC TANK CAPACITY ( SOCK LEACHING FACILITY: (type) P, (size) 26 11 h a j NO.OF BEDROOMS 1 . l BUILDER OR OWNER b r tJ El1 ° PERMIT DATE: o'Z COMPLIANCE DATE: 6& 13 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 Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by P,*C`c 6� r(au5� 3S' 40 U � U ?9 I SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST _�'�'�� SOI. TEST DONE BY �—c"• 100 _ 10 FT MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE _ ., ELEV. _ _ _ I CLEAN SAND WITNESSED BY _�`�-�� R__�_•,Z (ASSUMED) I CONCRETE IJBSERVATION HOSE 1 ELEV.- COVERS LOAM AND SEED PERCOLATION RATE MIN ,/INCH AT � � INCHES I 4" SCHEDULE 40 PVC PIPE < � 2--5- i - � MIN PITCH 1/8" PER FT. --T— 2" LAYER OF � f DEPTH HORIZ TEXTURE COLOR MOTT OTHER 1/8" TO 1/2" sso--i i I , y.�' I -- --- 1 MAX. WASHED STONE VENT � ti/o 4" CAST IRON PIPE - (OR EQUAL) MINIMUM - - NOT REQUIRED 1 PITCH 1%4" PER F i3 4 LINE PLUMBING -ELEV. o g/•-02 MN (p� o o ❑ 00 ❑ ❑ � ❑ DOD ❑ TO BE RAISED LEV '�'�' �`� L�VEL o ° ° AND RE-PIPED BY DOD ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ° v zrfU��l(� c y 4:r � • `LICENSED PLUMBER ELEV• a S ELEV ® E:_Ev - __-_ o0 0�p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 2' G AS NEEDED DISTRIBUTION E y s / ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ D ° ° ° LIQUID OUTLET ` - --- -- BOX ° '+ , _�_ ° ° I. ° ° � ELEV.DEPTH TEE (TO BE PLACED ON FIRM BASE) G 500 GALLON DRYWELLS WITH 4 FEET 14 INCHES TO BE WATER TESTED ; STONE IN AN5 FEE 19 INCHES T;_e�6 FEET24 INCHES 1500 GALLON IF MORE THAN ONE OUTLETWATER ENCOUNTERED AT ------- ELEV. 17 FEET 29 INCHES (TO BE PLACED ON FIRM BASE; �" ti G►' X TRENCH FORMATION I WELL NIA 8 FEET 34 INCHES SEPTIC TANK ---- — ZONE- X 3/4" TO 1/2" CLEAN SOIL ABSORPTION a INDEX y__ DOUBLE WASHED STONE ADJUST_ ___ DESIGN CALCULATIONS FREE OF FINES & SILT _- SYSTEM- (SAS� 1 NUMBER OF BEDROOMS _.. .� SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED UWATER SGS RTABLE E( �rATER TABLE ELEV _ __ GARBAGE DISPOSAL UNiT N4l �/o F +ti [ �' f�1,� " } NOT TO SCALE BOTTOM OF TEST HOLD El- j TOTAL ESTIMATED FLOW REQUIRED SEPTIC TANK CAPACIT- 15 C7aGAL. j ACTUAL SIZE OF SEPTIC TANK la95 GAL. SOIL CLASSIFICATION -.5,_ DESIGN PERCOLATION RATE <_- MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S F LEACHING AREA SQ. FT. LEACt11NG CAFAOTY (AREA X RATE) 2 j�fGAL./DAY 444..-x .74 RESERVE LEACHING CAPACITY GAL./DAY i NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LJ/ WITHIN 6" OF FINISHED GRACE. jam• 93.8 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN v' f 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ' USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. / 4 ANY MASONRY uNITS USED TO BRING COVERS TO GRADE SHALL 4 BE MORTARED IN PLACE. 91' p0 S 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH N 1 }• ' , ! DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 10�\ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY - - - , Q 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ^\ "(,g.?� DD IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS I PRIOR TO COMMENCING WORK ON SITE. '2 \ �3 �96 9 9 7 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS i A• SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 2•7 pyi Sr 1^ _ IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER < \` B 67 5� J 8. IMMEDIATELY.PARCEL IS IN FLOOD ZONE --�--- 7 %a'C 9 LOT IS SHOWN ON ASSESSORS MAP 207_ AS PARCEL _- --- VN r- i \ 10. .ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND X \ - FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, I mo; 967 our \ AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) \ I (I.E. TITLE 5) IF ENCOUNTERED BELOW S A.S. PIPE INVERT. j X 98.0 4SN Of ��s r. 11. EXISTING SEPTIC SYSTEM T:; BE PUMPED AND FILLED WITH SAND EVS77NC g 1 `yt� OR REMOVED WL p A WO 9H. CRAIQ SHORT I' 99.9 CIVIL I t No.Z74M I , vw APPROVED: BOARD OF HEALTH i 9b \te�rr,, '°� �o 9FOSTSSIONAt ��° I 99.4 4L c. DATE A.�iEN 96.2 98.3 PROPOSED SEPTIC DESIGN f 991 99.3 98.4 R t� ROBINSON No Oq0 C ti 98 I n - -- — --- C� L•,98.8 L 52 MASSACHUSETTS AVE. I I�SE �� '`� HYANNT~SPORT _ 00.0 P JJ SS PEE LONGWOOD AVE CRdIG R SHORT, AF MP 235 GREAT WESTERN ROAD 1,08- P. 0. BOX 1044 99.9 1398-8311 SOUTH DENNIS, MASS. — 02660 SATE DUNE 2003 LSCALE _20 J REVISED JOB NO JOB LOCATION MAP — REVISED _ — [SHEET 1 1 i i L_ ----- - - ------ 2003 CRAIG R. SHORT. P.E.