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HomeMy WebLinkAbout0003 GENERAL PATTON DRIVE - Health 3 General Patton Drive ya111115 _ A=292- 136 j �y r r i )• l3_. i F , i S s 1 TOWN OF BARNSTA.BLE LOCATION (i-e✓1.ern I �Lffvt, L,( . SEWAGE # VILLAGE /�Gt�� rms ASSESSOR'S MAP & LOT_ INSTALLER'S NAME&PHONE NO._ Carr e„ �+ � r�i- Sd S- _S/O,;t SEPTIC TANK CAPACITY 1YQ0 4cL -- if +Cj �+ { LEACHING FACILITY: (type) f rn rr 1&4 f"c1Y S (size) /U �.�_ NO. OF BEDROOMS BUILDER OR OWNER L'l �in r2-��ut tL0. PERMITDATE: D/i' ! �� COMPLIANCE DATE: �o IBC Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility NU Z 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 �. 1 t: q-n. u w �' ft'� Ems`"��✓ r4 `] No. Fee } -THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Migoot *p5tem Construction Permit Application for a Permit to Construct( )Repair Upgrade( )Abandon( )Xomplete System ❑Individual Components Location Address or Lot No.� 3 1 Owner's Name,Address and Tell.No. Assessor'sMap/ParcelY�1NNI$ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. CRPEW106 EA r, LUC sVC&. 2b-4O2-8 Type of Building: Dwelling No. of Bedrooms, Lot Size Tsq.ft. Garbage Grin er(4A Other Type of Building NCS46 No. of Persons '4' Showers( ) Cafeteria( V) Other Fixtures L4y RTORY. lC1TCikW c5. 1rJk , L4U0bKj Design Flow gallons per day. Calculated daily flow "'va1 .Sa gallons. Plan Date 0 S Number of sheets Revision Date Title CC Size of Septic Tank Miiu,i 15,�j QCAN -bnnk Type of S.A.S. IhffIL7-tA- DQ_5 Description of Soil 'Re Q-r- Its". X a-+l X 1� BEN W Nature of Repairs or Alterations(Answer when applicable) ©an 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 issu d by th' Board of Health. gned Date b^ -Leo a Application Approve _ . Date �g Application Disapproved for the following reasons Permit No. `_(nD S Date Issued /, No. Fee HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: LATHE Yes - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for Di,5po$af *.p.5tem Congtruction Permit Application for a Permit to Construct( )Repairx)Upgrade( )Abandon( ) �Compiete System ElIndividual Components Location Address or Lot No.::a3 Gw r-�Q m\ —R14(Dr, Owner's Name,Address and Tel.No. Assessor's Map/Parcel "yP N NIS ' ��C C� De SoQ?_F1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 3PPEWIQs Ct-IT- Ll..0 `-�AA1-*4 CNV. �VC.S. Type of Building: Dwelling No.of Bedrooms Lot Size �',�sq.ft. Garbage Grinder Other Type of Building NtA E No. of Persons 4 Showers( ✓) Cafeteria Other Fixtures L.a a ta7 a RY . }-1`rC u isl Sol< Design Flow 3 o gallons per day. Calculated daily flow 3�� d gallons. Plan Date Q J`® Number of sheets ` Revision Date Title ac,<,OC Size of Septic Tank KNPb,) Gr v Type of S.A.S. Description of Soil r Re Z�_t -kc cArl, I G\ X Nature of Repairs or Alterations(Answer when applicable) rt 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. , S'gned C Date r- L c'" Application Approved` Date r; Application Disapproved for the following reasons Permit No. Q.C-C) $5 c3-:j Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by �f at 3 N, 4o, -'h�:y4�_ ,�•.,.,; s has been constructed in acc rdance with the provisions of Title 5 and the for Disposal System �Construction Permit No. QM S 5 "'�iated /Q�� y�. Installer C o(Ai�j', !-"w r F• Designer 5 4A.,. ,i-o l The issuance of this permit sha4 not be construed as a guarantee that the syste it u c 'on as designed Date �� :�T"' Inspector No. f) ) J P Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS igpoSat �&p$tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at V�^ VN 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 e( thf-is p rm t. IDate:_. cA,( 5-- Approved by�_ -^,- - n M 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I,� Er-4 E.!E)Meoe ,hereby certify that the engineered plan signed by me dated concerning the property located at J meets. all of the _ �ANN1S following criteria: • This failed system is:connected to a residential dwelling only. There.are no.commercial or business uses.associated with the dwelling. • The soil is.classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). 45 B) G.W.Elevation +adjustment for high G.W. •3 . = c 4.3 DIFFERENCE BETWEEN A and B ZO.--0 SIGNED : DATE: 8 NOTICE Based upon the above information; a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. N1,i W ag gASeptic\percexemp.doc Fov- Q t Town of Barnstable Regulatory Services auwarNat,E, t Thomas F. Geiler, Director NAM Public Health Division E01 � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508.790.6304 Installer& Designer Certification Form Date: 10/20/05 Designer: Shay Environmental Services, Inc Installer: Ca ewide Eater rises Address: P.O. Box 627 East Falmouth Address: P.O.Box 763 MA 02536 Marstons Mills MA 02632 On 10/17/05 Capewide Enterprises was issued a permit to install a (date) (installer) septic system at #3 GeneraI Patton Drive,Hyannis MA based on a design drawn by (address) " Shay Environmental Services Inc. dated 10/16/05 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. H OF h1Ss� o� CARMEN �tiGN E. � ( istaller's Sign e) SHAYr I IN N No. 1181 P�G,9 T ERGO SANETARk esigner's Signature) (Affix Designer s Stamp Here) PLEASE RETURN TO ISARNSTABIJE PUBLIC HEALTH DIVISION, CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION- THANK YOU. Q:Health/Septic/Dosigncr Certificarion Form *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A OkAND 10• min. from VENT PIPE ((O Least 24 inches tap ALL ouTl.Er P1PF.S FR011 THE i Schedule 48 PVC w/Charcoal Odor filter 061RGUTION sox SHALL eE / Existing Foundation house to septic tank 0_�X corer mlrt be PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT- TOP IcaNcs�TE R r '"' c Septic tank covers must bs - "° r.� ,� '..•,. TOP OF FOUNDATION = ELEV. 100.00 (Assumed) within 6 in. of finished grade ,Y_„ ,.j-, ; within 6 in. of finished grade J - 5"OUTLET Orode over Sepik rank - tR150 Oro" over O-Boe- 90.50 I I over SAS - 9e.50 3" of 1/8' - 1/2' Washed Peost �< KNOCKOUTS - ��`� - 3/4' to 1 1/2 " Washed Crushed Stone i f SS' OUTLET I 12' NLET S 0.02 4" PVC(CAPPED)NSPfCWON PORT TO BE '\ ' � � o- 3 HOLT.E�X10 3 Maximum Cover Tap OF Syetam- EMN. -94.75 NSTALLED A►D TO 9E ,MTHN e"OF GRADE Y - j :: 6- 1 Jt ;1; O 1 y NEW S=o.ol or Greater j� r f j � ? ^. r " �� ua►N c� EXIST. PIPE t0 N 1,500 GAL. o �. S. o•M" Per root 10'• Effective Depth 4" - SCH. 40 Te 1.75" 15.5" FROM EXIST. FOl1NDATIpt rn SEPTIC TANK o I s } `._ L.�e•�.f N. n H-10 n 5' s LJnits a 6.25' = 30, PLAN SECTION CROSS-SECTION e CONCRETE FULL FouNOA u u d a+ 0.83' (10 inches) -Tr-, 0 o e °' 1 0 ^ 3 3 i e+"` uav�:o.i= 6 not 3/4"-, 1/2" TD E > 31.25' 3 HOLE H-10 DISTRIBUTION BOX ,J ---=.� }� ..", B''.� a, ;'�, chm.S. SYSTEM PROFILE compacted stone 9 o rn 37.25' NOT TO SCALE 9mR' .� d'.r r• Not to Scale - JAJ I c03.5' I 3.5' Effective Lengths7�oeRaul�ea'cer�wT®ieSkwrqu 10, -j SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES 6 in.of 3/4"-1 1/2' 0 Effective Width _ compacted stone INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN NOTE: o ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 0 0 1. Contractor is responsible for Digsafe notification, Verification of Utilities m (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. 0 w Bottom of Test Hole 1 Elev-=86.50 NOTE: OVERALL HEIGHT Of INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 2. The septic tank onj distribution box shall be set Groundwater observed - NOW OBSERVED level on 6" of 3/4 -1 1/2" stone. --------------------------- - 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation PERCOLATION TEST by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan Date of Percolation Test: OCTOBER 17, 2005 and Local Regulations. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. WAIVER (Per Barnstable B.O.H.) 6. If, during Installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. LOT #32 soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI 0 42" from those shown on the soil log or in our design installation must haft do immediate notification be Test Hole I Test Hole made to Carmen E. Shay - Environmental Services, Inc. No. 1 No 2 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. DEPTH SOILS ELEV. DEPTH SOILS ELEV. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 0 98.50 0 97.50 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Sandy Loom Sandy Loom 10. All solid piping, tees & fittings shall be 4" diameter to YR 3/2 to YR 3/2 1�, _ _ Schedule 40 NSF PVC pipes with water tight joints. 0"-9• As 97.75 0•-6- Ae 97.00 �6• `� 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sanrrdiy Loamy � �\\ LOT #31 Properties Within 150 Feet. Loo10 YR 5/6 10 YR 5/e Failed c96' THE PROPERTY LINES ARE APPROXIMATE AND 9"- 40"1 Be 95.17 6-- 42- eve 94.00 96, CesspooF-T_ COMPILED FROM THE SURVEY PLAN GENERATED BY Medium/Coarse Medium/Coarse O CHARLES M. SAVARY OF HYANNIS, MA Sand Sand _----- � 0 ENTITLED "SUBDIVISION PLAN OF LAND FOR 13ARNSTABLE HOUSING 2.5 Y 7/4 T AUTHORITY, HYANNIS, MA" DATED MARCH 28, 1968, PLAN BK 225 PG 109 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN �� IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 2.5Y7 4 0' 37.25' 40-- 132 C, 42"- 132 C, 4" PVC i 11.��� Vent - --->ti'��s.T .-- -• aa..�,c t = °` "'- THE SEPTIC SYSTEM INSTALLATION. TEST HOLE #2 e e - `� TEST HOLE #1 ELEV.= 97.50 '>=�: .�.._ - if ` ELEV.= 98.50 EXISTING CESSPOOLS TO BE PUMPED OUT REMOVED. :. t • 1:. D-Box NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE �Faied �� FROM THE EXISTING CESSPOOLS TO BE DISPOSED Cesspool O O \ PROJECT BENCH MARK OF AS PER BOARD OF HEALTH SPECIFICATIONS. 24 L----j TOP OF FOUNDATION NEW 1500 GAL. 00 FLEV. = 100.00 (Assumed) THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc #1 SEPTIC TANK Depth to Perc: 42" to 60" LOT #41 -bor I ASSESSORS MAP 292 PARCEL 136 Perc Rate= 2 MPI Groundwater Not Observed Porch L E G E N D No Observed ESHWT C5 LOT #30 ADJUSTED H2O Elev. = None EXISTING 1 t, 2 BEDROOM 1 11 co 104X1 DENOTES PROPOSED 3-24" DIAM. ACCESS MANHOLES HOUSE 1 11 SPOT GRADE -- la -6, #S 1 1 �• Y DENOTES EXISTING x 104.46 SPOT GRADE 1 1 {{ a 1 1 w�T / 1 EXIST. ; PL PROPERTY LINE INLET `` w T �DRIVE1NAl� � �L,� PROPOSED CONTOUR pp THE ACCESS COVERS FOR THE SEPTIC TANK, LOT #42 0 � li h DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO WITHIN 6" OF 7,359 Square Feet +/- ii - - - - - -97 EXISTING CONTOUR FINISHED GRADE. a 1 I STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITS GAS BAFFLES OR EQUALS I I PLAN VIEW ON ALL OUTLET T ENDS r 70.00'EE DEEP TEST HOLE & 3-24" REMOVABLE COVERS 1 PERCOLATION TEST LOCATION I I 6 FOOT STOCKADE FENCE _ r._ - 4" .r: ----------------------- -----`------- i \- ---- _ - - ----- --- _ -min. demwee I 13" 04ET MM.ET e' mY_j _L _-- Yltet to outlet s. - �-j' Isvel - OUTLETINLE to"Imh ' I t µ- s -r J I s -r P LOT P LAN �. E o o.r«ri :: .,• UQuW depth I GE'NE'R14 L P-4 T 7 O N DRIVE' _ OF PROPOSED SEPTIC SYSTEM UPGRADE ,o•�- " s -e" (40 FOOT RIGHT OF WAY) PREPARED FOR CROSS SECTION END-SECTION MR . EDGAR DESOUZA TYPICAL (H- 10 LOADING) 1500 GALLON SEPTIC TANK AT NOT TO SCALE #3 GENERAL PATTON DRIVE HYANNIS , MA Design Calculations H of MASss PREPARED BY: c Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) o� yGN Garbage Grinder: No t in (ARMEX E. SffA Y Leaching Capacity Proposed: 330 Gol./Doy Minimum (Min. Per Title V) `' Septic Tank : - 2 x 330 Gat./Day = 660 USE NEW 1,500 GAL_ Septic Tank. f UO) ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 372.5 sq. ft. = 275.65 gallons � P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 78.72 sq. ft. = 58.25 gallons 0 20 40 50 ISTti�� EAST FALMOUTH, MA 02536 Providing: = 333.90 gallons SANITA TEL/FAX : 508-539-7966 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, SCALE: 1 "=20' DRAWN BY: CES ATE: OCTOBER 18, 2005 TO BE USED MATH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE SCALE: 1"=20' PROJECT#SD817 FILENAME: SD817PP.DWG SHEET 1 OF 1 ON THE ENDS. NO STONE UNDER.