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HomeMy WebLinkAbout0296 CAMMETT ROAD - Health 296 Cammett. goa c Marstons Mills F/R �- — A = 078 054 1 I I TOWN OF BARNSTABLE r �) LOCATION 2 Qli (24;wr`IF�T e'EOW/ SEWAGE # 200 2-/4�G VILLAGE lj/Lta o!!r Wi! ASSESSOR'S MAP & LOT 677S-4S'S,. INSTALLER'S NAME&PHONE NO. SOS-l 2 -q732' d990se,04 fl,.- s orb S SEPTIC TANK CAPACITY /SDO LEACHING FACILITY: (type) !2-6"dPJ(j AZ� di�4 Gr/it�* 0 _?X ?S� NO. OF BEDROOMS BUILDER OR OWNER 0,0ea lf"�"*A if N PERMIT DATE: COMPLIANCE DATE: ed�L 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 faci ' ) Feet Furnished by . — . � S s G � .. ry� �' G° o� ,. o No. V 16� ' Fee '-- ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Migoe;al *pgtem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( Abandon( ) K omplete System ❑Individual Components Location Address or Lot No. 17 q410 Camay 1"4#(7OA4 Owner's Name,Address and Tel.No. Assessor's Map/Parcel _ ®S" Installer's Name,Address,ys�,and Tel.No.Mpg-4W 9'7;% Designer's Name,Address and Tel.No. n Type of Building: �� ��� Dwelling No.of Bedrooms Lot Size sel.ft^ Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 -gallons per day. Calculated daily flow 7 5`3 gallons. Plan Date 1/—1-0-OL Number of sheets l Revision Date Title l Size of Septic Tank Type of S.A.S. Gras.-, ,��►� /�J Description of Soil `O- r� ,o -Z ` /?�, Z G /20 G / "1 d f ti- /d- Nature of Repairs or Alterations(Answer when applicable) r�l '!ee �!J/��J�G✓� /S� 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 oj Heat . Signed Date Application Approved by Date o 7- Application Disapproved for th following reasons Permit No. a002_ Date Issued 0 ''•. Na UJ7� � '��� ti + Fee S - , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye a PUBLIC HEALTH DIVISION - .TOWN OF BARNSTABLES MASSACHUSETTS 41pplication for �Ditpozal *pgtem Construction Permit Application for a Permit to Construct( )'Repair( )Upgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Z 9?G (vA41 Owner's Name,Address and Tel.No. /j o,r. Assessors Map/Parcel 0-7 7— as-4/ Installer's Name,` 6� Address and Tel.No.s'p g_�/���,9738 Designer's Name,Address and Tel.�No. ✓O5-e/ U o1i B Yl�'d s _ r. e. �Arr�nf t +i , i S/ 1:?a v / , //I1,//s 1 -5-0 7-v z 8 3 76 z— Type of Building: Dwelling No.of_Bedrooms -3 Lot Siie �' �7�sq�-FC' Garbage Grinder•(/ r Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures w Design Flow 330 gallons per day. Calculated daily flow 3 S 3 gallons. Plan Date d/-LO-0Z_ Number of sheets Revision Date Title .- l Size of Septic Tank Type of S.A.S. Z - 51>10 9 CKa-, ki Description of Soil O ! - Z 6 ,�W Z G /2 -G /�.o , > tcli v«n 9 Gtwa-/ Nature of Repairs or Alterations(Answer when,applicable) Lee 14-Ce 1L00'f ail wl -10 Jr, . ._S-46- 11-/a J-Qox a.► z -SZ 0q^ / -/o LecC4 CCrA-,*6c_j Date last inspected: > 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 Heajt . ~� Signed -fl 'L— Date Application Approved by Date y U 7- Application Disapproved for th following reasons Permit No. ),o0 2- t h�O Date Issued ?A0 4 _ i THE COMMONWEALTH OF MASSACHUSETTS }. BARNSTABLE, MASSACHUSETTS .� Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (4_4-upgraded(,_ ) Abandoned( )by S ti�n �� 0ems, 9,4'eHy s- at Z 4G CAMS ^,a_TT fwI J ei? i /17%//1 has been construc ed iq accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2 00.2-A4 dated y 2 310;I_ Installer .J,0 s�01 a, Z�4r,14o.S Designer The issua rceff of this permit shall not be construed as a guarantee that the sy m will unctioUsIdd signed. Date I t b Inspector a►j I —--———————————————————————————————————— No. d oo tO�j Fee V•�— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Oigoaf bpgtem Construction Permit r Permission is hereby granted to Construct( )Repair( )Upgrade( Abandon( ) System located at Ca ivoo-/e 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: Construction must be completed within three years of the date of this permit. Date- '1/93, U•Z Approved by . 1 Q I TOWN OF BARNSTABLE 1 • LOCATION�Q'G �t3ys �T SEWAGE # VILLAGE ���S ASSESSOR'S MAP& LOT f 7S—per INSTALLER'S NAME&PHONE NO. — SEPTIC TANK CAPACITY De3 4 LEACHING FACILITY; NO. OF BEDROOMS BUILDER OR OWNER PERMI I DATE: 2 -(':2 r COMPLIANCE DATE:_ _ P .rj 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) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching faci ) Furnished by Feet i 0 R _ TOWN OF BARNSTABLE }h I,- UNDERGROUND FU L AND CHEMICAL STORAGE SYSTEMS Jf l ASSESSORS MAP NO. PARCEL NO. ( � ADDRESS: �� rf VILLAGE CONTACT PERSON LOCATION OF TANKS: - CAPACITY: ..TYPE. OF- FUEL AGE: TYPE: LEAK .OR CHE:' .L* � _ �.DETECT70N SYSTEM: a� DATE OF PURCHASE OF EACH: 1. 2. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. GAMM � T� RD 1.3U J-,,�J4 "91 15:25 CENT.OST.FIRE DE T. r <� P.2:' r-Oaiw F.�. � 073 (rev. 9/90) �iip Uluntncntttup�l# of (t; rr## • Department of Public Safety Division of Fire Prevention and Regulation APPLICATION FOh PERMIT, AND PERMIT, FOR REMOVAL AND TRANSPORTATION TO APPROVED TANK YARD 1 920 u:cie 4, FDID# 0 Permit # Date J 19_.91 . Barnstable . C 4 City,Town of District C . 8 2 S . i 0 M . C . L . ' DIG SAFE rtUMBER Fee paid:S 10.00 ` �1. 91201860 �. - start date prune 4, 199 In accordance with the provisions of Chapter 148, Sea. 38A, M.G.L. , 527 CMR 9.00 application is hereby made by: Shoreline Tank Street Address 6 City or Town: 87 Pond Street, Osterville Signature of applicant,: �� #L,,�/Y Applicants name printed:--. . 00-co-- ( Ce, For permission to remove and transport one underground storage tank from. Owners, E. Jones „_,...,_..._ Street Address: 296 Cammett Road, Marstons Y S Firm transporting waste: Hitchcock Oil ^State Lic. # ESA-19 Hazardous waste manifest # ^ . E.P.A. # ,� Approved tank yards - #_ 1.2889�� Tank yard Addresect Westport, MA Type of"-inert gait UL tank #: 'lank capacity: 275 Substance last stored: #2 Fuel oil Date of issue: June 4, 91 Date of expiration: June 18, 91 Signature/Title of Officer granting permit: AW KEEP ORIGINAL AS APPLICATION AND ISSUE DUPLICATE AS PERMIT \I vv Design Calculations c OLD FALMOUTH RD. AREA = 1 .97 Ac, 96,47 Number of Bedrooms: 3 `ITT Garbage Grinder: No 1 — 25 L X 1 3 W X 2 .C' D Leaching. Capacity Required: 330 Gal,/Day � ` 102 76' I le r Leaching Area �equired: 330 Gal./(0.74 Gal./ScI.Ft.)=446 Sq.Ft. __0 I N leaching Il I r1 C� t o r1 C}C u S I I n g Proposed` Leach Ing Structure: 1-25'L X 13'W X 2'D Leaching Trench to GARAGE 2 H — 1 0 500 gal . Chambers With Leaching Area Provided: 477 Sq.Ft. o� tLs SANE SITE q- Of sU e on sides t� ends. Proposed Leaching Capacity: 353 gpd > 330 gpd. req d. _ 101.07' 4, 5, 4' w 10 .13' f-- MAIN STREET 0 95.55' 2" OF 1/8" TO 1/4"X 98 78 PEASTONE (WASHED) S UT Approx. location of existing o F=_7 © o g O O � c —� 5 HOLD c © ® o �4" MIN. 2 - o �ti \� 99,92' X D_ BOX cesspool (to be Ter oved) E�� TY a LOCUS O�n/ 102,67 7,4 2 H-10 500 gal. chambers I I � 3/4" TO 1 1/2" WASHED CRUSHED STONE 102.60, NO. 296 O 93 42' NO SCALE � � DW UEE N 7 8 C � _ TRENCH CROSS—SECTION SCALE > G� GENERAL- NOTES IL _ TOE EL.=103.3' �� o- 8&41' 3-2D"DIAM.ACCESS MANHOLES bsmt fl. 5e 1. ADDRESS: 296 CAMMETT ROAD ------- `nI -----W 7.1 3 2, ASSESSORS NUMBER: MAP 78 PARCEL 54 q �v vV UU elev.=9 � o,-0 3. DEVELOPER'S LOT: N/A 4. TOPOGRAPHIC INFORMATION WAS COMPLIED FORM AN o I 'I ON THE GROUND INSTRUMENT SURVEY, 0 T.H. #1 0 in 5- MUNICIPAL WATER IS PROVIDED TO SITE AND 96,57' "LET OUTLET SURROUNDING PROPERTIES. 00 6. REFERENCE PLAN: PLAN BOOK 228 PAGE 65 SHEET 3 I 7. NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS- - - ----•-- r. T 0 F 8. NO POTABLE WELLS ARE LOCATED WITHIN 150 FEE SAS. I� C 3 . STEEL REINFORCED PRECAST CONCRETE 9, THIS DESIGN PLAN IS TO BE USED FOR SEPTIC INSTALLATION ONLY. PLAN VIEW 10. DISTANCES ARE SCALED AND APPROXIMATE. 3-20"REMOVABLE COVERS 4 CONSTRUCTION NOTES X 99.16 �� \\ \ 3"min.cle°r°nce ,3^ Irv�[T'r'- �\ \� "LET 8'm r m' "let t°°°t'°` 6_m;^' OUTLET ___ --------- 1. Contractor is responsible for Digsafe notification v --- LIgUIa Level n� \ o•m,�. and protection of all underground utilities and pipes. ICJ ,5'-D.. : 5 D.. J C �y � 2. The septic tank and distribution box shall be set level on 6" of 3/4"-11/2" stone. l� GAS BAFFLE depth 3 "j r g avel with no F ` LD :; Liquid stones should er 3"in sizes CL and o r \ `� 4. This system is subject to inspection during installation \ / by Glen E. Harrington, R.S. \� CROSS SECTION END-SECTVON 5, The contractor shall install this system in accordance H-10 1500 GALLON SEPTIC TANK with Title V of the Massachusetts Environmental Code 2259 and the Regulations of the Town of Barnstable. C T PLAN NOT TO SCALE 6. Provide a Acme Precast 1500 gal. H-10 septic tanL!, —!�I y USE ACME PRECAST OR EQUAL H-10 D-Box and 2 H-10 500 gal. chambers or equal. SCALE: 1 "=20' 7. No vehicle or heavy machinery shall drive over the BENCH MARKON CORNER OF FOUNDATION AT septic system unless noted as H-20 septic components. REAR BASEMENT STEPS ELEV.=100.00' (ASSUMED) 8. Install gas baffle or equal on septic tank outlet tee end. n 7 9. All existing inverts and site conditions shall be verified by contractor. AREA = 1 . J f AC, �-�-I N F COMM . 10. Existing cesspool to be pumped and leachate contaminated soil removed. �f D 1-2 0" SOIL EVALUATION (.S 0'DAM.ACCESS MANHOLE Date of Soil Eval.: April 12, 2002 N (� ELECTRIC 5' Test Performed By: GLEN E. HARRINGTON, R.S., CSE / s Excavator: Joey's Septic Service USE PERK RATE < 2 MPI FOR DESIGN PURPOSES Test Hole J N o. 1 © � �(�� ;I ® © © b �24" DEPTH SOILS ELEV. Z� - 0 m r 0 96.5T . STEEL REINFORCED VIEW CONCRETE 2 H 10 5 0 gal chQ be s °°mAs°nd END—SECTION 6" - ,GVR2/2 9607• H-10 1500 GALLON CHAMBER Bw ' NOT TO SCALE 26" iov�s°sd 94.40' C � j USE ACME PRECAST OR EQUAL 1 C -cs sand ed. grave �\\ � �CtiOFlygs PROPOSED SEPTIC SYSTEM UPGRADE 120" 2.5Y6/3 86 5T I C� �� y PREPARED FOR NO GROUNDWATER ENCOUNTERED LEGE^ID U H ` T DOROTHY A. FAHEY I V .1070 CIO AT EXISTING CESSPOOLS TO BE 296 CAMMETT ROAD \�\y PUMPED & BACKFILLED 0 /S"((GE� �y *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. PROPOSED 1500 GAL gN�TAR% BARNSTABLE (MARSTONS MILLS), MA 10' min. from *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. O O O H-10 SEPTIC TANK house to septic tank Septic tank covers must be Finished grade over system=2% slope away DENOTES EXISTING Existing House within 6" of finished grade p STHBLX X 104.46 PREPARED Y: Top of Fnd,= 103.3' EXISTI ADE R.S. Existing Grade Elev.=96.5'3 SPOT GRADE � I y s ---- 95 - ------ EXISTING CONTOUR (YJ GLEN E HARKING . 12,min. -. full 5 = °'GZ• 9 LEDA ROSE LAIN 36 max. S=.o1 Level for 2' Min 2-1/a-1/2 DEEP TEST HOLE ^ MILLS, 1 p q cellar 10, 1500 GAL. 5=.01 was stone Too Peastone Elev.=94.50' M A R S TO N S IVI I L LS, M A 02648 o ro SEPTIC TANK a u1 Invert .lev.=94,00' Bsmt. Fl. Ele-97.13' Sri H-10 �, `" 0 8 ® ® PERCOLATION TEST �' S W a�i O �C 24"MIN. BOttorn of Leach TEL: 508-428-3862 GAS BAFFLE S.h. OR EQUAL11 0 25 Trench EIe�.= 92.00 Approx. location FAX: 508-428-3862 LEACH TRENCH 5.43' -,f existing water service ` 6" OF 3/4"-11/2" STONE S5 > Bottom of T.H. �/1 Elev.=86.57' SCALE: 1 "=20' DRAWN BY: GEH APRIL 20, 2002 - -- -- -- Approx. location LE w SYSTEM PROFILE 6- OF 3/4"-11/2" STONE I existing water service DATUM: ASSUMED FILE: FAHEY.DWG SHEET 1 OF 1 Not to Scale trek;.)V-1 r I i III _ III I