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HomeMy WebLinkAbout0034 WINDSHORE DRIVE - Health 34 Windshore Drive Hyannis, A= 271-.151."`, ,{ i TOWN OF BARNSTABLE {,OCATION (4 A v e I-)g t ilZ- SEWAGE# �VILLAGE /Z z d sdi,%,,l ASSESSOR'S MAP&PARCEL J-71 1 f ti —T INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /q p d LEACHING FACILITY:(type) �g 7 /?_S- (size) Z j NO. OF BEDROOMS j OWNER PERMIT DATE: : �� COMPLIANCE DATE: -31te' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bott om tom 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 w N _ t^t C' . w 0 U'l r L T f . ° W ti No.. ck-�c C _02-'7 Fee TKE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applicatton for Mt!5po!5a1 �&pgtem Conotructton Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. G/jR�(�j��G /�/t Owner's Name,Address,and Tel. o. Assessor'sMap/parcel u '�`� / U Y P3 epll y ;> 2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l ` 5"3 9 —7%k6 Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 130 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi onmental Code and t to place the system in operation until a Certificate of Compliance has been issued by this Board of Heak . Sig d Date b Application Approved by Date Application Disapproved by: Date (for the following reasons r' or Permit No. 0=CX5 cA Date Issued r CO No. ;{�Y s j T1. Fee COMMONWEALTH OF M'AIMACHUSETTS Entered in computer: PUBLIC HEALTH'DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for �hgponl *pg;tPm-Cott!5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j�y G��ndsti oft PA Owner's Name,Address,and Tel o. ' 5 ON Assessor's Map/parcela_' l Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 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(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Y;11 Title Size of Septic Tank IWO Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: w The undersigned agrees to ensure the construction and maintenance o�he afore described on-site sewage disposal system in ode accordance with the provisions of Title 5 of the Environmental C ,and It to place the system in operation until a Certificate of Compliance has been issued by this Board of Health c_ Sign d Date 44. Application Approved by Date J Application Disapproved by: Date t for the following reasons Permit No. C9.od —o Date Issued Vy/ fo THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ,� Upgraded ( ) Abandoned( )bye/ / Alp ea f at U1117&f o+ � !S 2 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. —VFS dated 3 `� Installer fi Lt G2-- Designer (/r� C,4- s k"¢ #bedrooms S7 Approved design flow 33v gpd The issuance of tlis i peTO it shall not be construed as a guarantee that the system will fu ctiy as desigAed. p Date �t 0 G Inspector ———No. (: `M G ' 0 ?-� Fee Q V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 0i!6po9;al ,*p2;temY Corigtructioft Permit Permission is hereby grant d''to�C}onst ct ( ) epair ( � U grade ( ) Abandon ( ) System located at Uhl lro4 ( Gtm n N S and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special con ' ion . Provided: Constr u do must be completed within three years of the d to of this pe Date Approved f Town of Barnstable F1HE ip� do Regulatory Services Thomas F. Geiler, Director • BARNSTABLE, 9 MAC Public Health Division 039.prFo3.1. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: IZ6 Designer: _Shay Environmental Services, Inc. Installer: Address:. P.O. Box 627 Address: 5 M t,� 4:c _East Falmouth, MA 02536 �w On /2- 0-to was issued a permit to install a (d te) (in�t ller) ,, II -- septic system at �� (,� I rlcj shore Q, , t t ��S based on a design drawn by (address) Shay Environmental Services; Inc. dated 10 I t (designer) 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 1" of the septic systern. but in accordance with State & Local Regulations. Plan revision or cert' A d as-blunt by d signer to follow. i (t1 OF MASS` :. CARMEN E. (Installer'- i` nature) SHAY / No. 1181 .p o SANITAP0 signer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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/Designer Certification Form f 9116/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM 0 I, �:4 1 S NP)v hereby certify that the engineered plan signed by me dated 14 concerning the property located at 3 rn�`�� ,. � bNwcs meets. all of the following criteria: • This failed system is.connected to a residential dwellingonly. There.are.n .y o commercial or business uses associated with the.dwelling. The soil is.classified as.CLASS I and the percolation rate 1s 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). 5 y- o B) G.W.Elevation 2 5 +adjustment for high G.W. Z,5 . = Z ,E6 DIFFERENCE BETWEEN A and B :3[) , fj 0 SIGNED : Nt.. DATE: 3 1 D� 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. i J gASepticlpercexemp.doc "--�.tr�.1 _ " 15.220: Preparation of Plans and Specifications The plans and specifications for every on-site system shall be prepared as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a syst m designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. y other agent of the owner,may prepare plans for the repair of a system.designed to tscharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided 2they are viewed by a Massachusetts Registered Sanitarian and approved by the approving au nty; A (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system which requires a variance to a property line setback distance,'must.also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with M.G.L.c: 1I2, § 81D; (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch = 20 feet or fewer for details of system components) and shall include epiction of: (a) the legal boundaries of the facility to be served; /- (b) the holder and location of any easements appurtenant to or which could impact the V system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; / (d) - the'location of existing or proposed impervious areas, including driveways and v parking areas; (e) location and dimensions of the system (including reserveyarea); (f) system design calculations,including design daily sewage flow, septic tank capacity j(required and provided); soil absorption system capacity (required and provided); and l/ whe r system is designed for garbage grinder, North arrow and existing and proposed contours; L� Iodation and log of deep'observation hole tests including the date of test, existing de elevations marked on each test, and the names of the representative of the :] 4he roving authority and soil evaluator; i) location and results of percolation tests including the sate of test and the names of representative of the approving authority and soil evaluator,j} name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the .proposed system location in the case of private water supply wells; �1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen ensi6e area identified in 310 CMR 15.215 within which portions of the proposed 7 / s stem are located. m) location of water lines and other subsurface utilities on the facility; n) observed and adjusted ground-water elevation in the vicinity of the system; IV o) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought to onjunction with the plan; . the location and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss during construction on the facility; k/-(t) r) when dosing is proposed, complete design and specification of the dosing system /1 Jroposed including but not limited to dosing chamber capacity (required and provided), ump curves and specifications, number of dosing cycles and depth per cycle; Ns) when a Recirculating Sand Filter or equivalent alternative technology is required or roposed,a complete plan and specification for the system,including a hydraulic profile; locus plan,to show the location of the facility including the nearest existing street; the street number and lot number, if any, of the facility; and. v) the materials of construction.and the specifications of the system. TOWN OF BARNSTABLE LOCATION 3 (4 [-4>/ srr o .S-b rj &,- e- /-)1C t/Z: SEWAGE# �O I VILLAGE �� y,toj� ASSESSOR'S MAP&PARCEL J-7 INSTALLERS NAME&PHONE NO, SEPTIC TANK CAPACITY - /,2 p c.) LEACHING FACILITY: e .. (tYp ) o,a;i�r,JT/2.4 ji.+/,'_,_SS (size) 3 7-2� NO. OF BEDROOMS OWNER43 _ 1/1 01 PERMIT DATE% �_ COMPLIANCE DATE: I 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 i • FURNISHED BY i i i 13 J 10 Q----------� -3 7 a - ACA T 10 � EWAGE PERMIT NO. VI>LLAGE /✓/�..Al INSTALLER'S NAME & ADDRESS B UILDE R OR OWNER .DATE PER IT ISSUED DATE COMPLIANCE ISSUED 3 J / IFT c C� s t G iI T7)AJF A 2'-.+�I Lam{ F L.,O�,c./ :. 11 b +� 3 ��d G•P•ti• 3Sov ISG % • 4-g5 G.RD. USA- lOC7b 6�L. t PoS,D,L PIT - USE t Quo Gnt_.. pP oP. sty-WALL AVG-A = tso TaT,A L = Q4'ZIS TC>-r&L U,&t L�-f F LD W = f 1 Pt---VCDI-QTI0Q QI&TE � tQ ZAA 0: 02 Lr--S<l 01. IL Q � L0 r 4� _'4 H d- �!XTLP in � •.(,N.ti� � � � Gam".{ ``~V Sit►'." t T s T Tor 1-uo _,00.o n l f�00 IF.IV.�.� •:A 5 4 -box q�.4 Sepnc t o Inty. T"AWK CC,✓/2s E l 000 Qg'� INv. I1N• 96,L 5^Np GAL. 94.0 � LI_AcN eA R r�u r✓t. W i r LA , WA541ED Pt•Z.O�'t L.� " LOCATlOt-J l-IYA N NiS ' t CUIIZTtt=-� TI- r Tt4G 'Uw�L��IJ� �t1Dw1.1 Pf�l�.IJ TZLt=� c�.ic_C 4.•tE.F?t_t�e•�1 Gcan�tr't_�<S W tT4•� Tta�.: •Stnr_�t►--tom L v -� Z p i Awe ISETUACt< k'CQUi�'CMt _E-1�"c' O{- TNf- G 3 7 G -TowL-, ol~- 743A4+JS7'd. Lr-- " E S T woo RCGt,�t'c-_t,�u t.-/�.titp SU`�'v�=YoczS L1 OT t�,c�•�,��� v I..} ��..1 OS fE:.QV%LLG o M A5,1�,, i Al-->I-U C&t--j-r I,bi e,t: UscD rc> n►,rc- tr,v,I��r CAPE �./tDt=_ Dev�� .�o. I 0 Ilk. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..... �N/I�l.........OF......... .............................. c2 I �ication .�IIIJ11ratio � -for Uhiposal orkii Towitrurtion rrni t A is hereb made for a Permit to Construct or Re air an Individual Sewage Dis osal PPY ( ) P ( ) a P System at: ocation/•�Address or Lot No. Owner Address W ••-•---•••-- -'`................................................... ----........--------------'-•'••-- -----'-------•-----•-------........-------- 0-� Installer Address Q Type of Building Size Lot.... /7e.©�-------Sq. feet Dwelling—No. of Bedrooms.___---_.2____________________________Expansion Attic ( . ) Garbage Grinder Vlt� aOther—Type of Building ____________________•_-.-.-- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures _ 'Ue---------------------------------------------------------------------............................................................. W Design Flow...........J__t3.....................gallons per person per day. Total daily flow............��_..........._...._....gallons. WSeptic Tank—Liquid capacity------------gallons Length-----------_-- Width................ Diameter_-.___..-..._-__ Deptll................ x Disposal Trench—No-____________________ Width-------------------- Total Length--_-_____--_.___--. Total leaching area... _._._ sq. ft. 3 Seepage Pit No,10!6.q�__g�_ DiameterSAMZ !—depth below inlets________ __________ Total leaching-area__l� sq. ft. z Other Distribution box ( ) Dosing tank ( ) dJ /"� r®- 7 '- Percolation Test Results Performed by------ ...... ' i:__ !' JDate__="____ Test Pit No. 1_.,/-/�-_-.minutes per inch Depth of Test Pit...-_-__•___••__-_-- Depth to ground water------------------------ L14 Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water--._...____---__--__..._ P4 ---------- --------f-------- ----------------- •.•--•• __ O Description of Soil----- 4) -...2...�.................� �'��' -l�. �� � ��� V ............................. ------- -..------.._...----_...-_-------.-.-------....----------•-------•------------------------------------------------------------------ W x •--------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable-----------------------------------------------------------------------------.------------------ --------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------ ------------------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. igned.- - ---------- -- 7 / Date Application Approved BY------- =E� '''Z. - 7 7 ` Date Application Disapproved for the following reasons--------------------•---••-------/---------------•----------------•-•-----•-----•-------------•-•----------------- ...................................'--------•--------------..•••-••-••-•--------_.............•--••--_--_.. Date PermitNo.......................................................... Issued........ Z 7 ................... Date 1 No......... ---•-••- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH , -�- . O F ppliratiun -fur Bispoiial Workii C on,5trurtion Prri it Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ........--- ------•---•............... I<ocat,on: .ddress or Lot No. ............ f j Owner /P' Address W ............. . Installer ....................... ...._..._......_.._.........••—t-•-•------Address Type of Building. Size Lot.......--/-.-•-----........................-- t . .' q Q ::. r�.� ______S feet Dwelling—No. of Bedrooms..........:.................................Expansion Attic ( ) Garbage Grinder (, aOther—Type of Building ---------------------------- No. of persons__--..--..---__-----------__ Showers ( ) — Cafeteria ( ) a Q Other fixtures _s* :--•---•-•-•---•-------------------------------- ............................... W Design Flow------------..� .....................gallons per person per day. Total daily flow------------_ _P..................gallons. 9 Septic T:.nk—Liquid capacity------------gallons Length---------------- Width................ Diameter-----.....------ Depth_.__-.__----- W x Disposal Trench—No ............... Width--- f -__.----- Total Length-------------------- Total leaching area....... .........-.sq. ft. Seepage Pit No./V40._ Diameter, z4.�.�c]6(�pth below inlet..._...}--.. ..... Total leas ngi�re•I_, , _____.sq. ft. z Other Distribution box ( ) Dosing tank ( ) 0�,J,4cleM A - Percolation Test Results Performed by.._.._+!�_" '' ____ ____ ._."` !.lit. Date_--..___-_,1.�_+�_�-.?__�... Test Pit No. ~_..minutes per inch Depth of Test Pit-------------------- Depth to ground water.__._.___--_-__--_._ (14 Test Pit No. 2----------------minutes per inch Depth of Test.Pit,------------------ Depth to ground water------------------------ ---------------------;r -------- -^ ------------- G Description of Soil-----:- .r _. Q ,w? _� E" w x _.:. . V --•----••----------------------------------------------------------------------------------------------------- ................................................................................. U Nature of Repairs or Alterations—Answer when applicable..;........................................................ ..................................... 1 Agreement The undersigned agrees to install the aforedescribed Individual'Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Date Application Approved B Date Application Disapproved for the following reasons----------------•-----=-•- ---------•--------------------------------•-•-----•-•--.---•--•-----------•------- --•----•----------------•-------------------------------------•-•-•--------------------•---•------------------------------------.--•---------------------------•-------------••-•--•.---------------•--- Date a. Permit No. Issued. ,;-:= f'... - - ............... Date THE COMMONWEALTWOF MASSACHUSETTS BOARD OF- HEALTH .... .........of.... �V (Intifirate of TIMplittnrr THIS , O C TIFY, That the Individual Sewage Disposal System constructed (4,.) or Repaired ( ) b ------------- -----------------=------------------------------ --------------------------------------------------------------------------------------------------- P 1 Installer has been installed in accordance with the provisions of A tcl X1, of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.- --_U�p Ids" ....._-._. dated --.--. _. .--`---,A-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............ i ....... ---------------------------------- Inspector ------------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF No....... FEE---/X.1 Binvulial r C11mitrurtion Vamit Permission is hereby granted•-- ..............::..........•-•-••-------------------••---•-...... -•--...------ to Construct. or Repair (_/) an Indi�v�ual Sewage Disposal System street as shown on the application for Disposal-{Works Construction Permit No____. Dated--- ».._'�._7'--7.___-.... = - _. . . �} r) � Board o Health i Y FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ' *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. { 10' min. from SECTION A -A TIONeoX Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SEVMIUT LEVEL FOR AT LEAST 2 FT. 12' CONCRETE COVER Septic tank covers must be D-BOX cover must be TOP OF FOUNDATION = ELEV. 100.00 (Assumed) within 6 in. of finished grads within 6 In. of finished grade 3- 5'OUTLET •'''�-•:+, - ( ,r Grade over Septic Tank-99.00 Grade over D-Box- 98 50 over SAS- 98.50 3" of 1/8' - 1/2- Washed Peaston < KNOCI(OUTS \4; ' to 1 I/2 ' Washed Crushed Stone \: i ! j { W1LET 12' (INLET ! e Si 0.02 PVC(CAPPED)IISPEC110N PORT TO BE ; ;"3 HOLE H-10 e" e'T. BOX 3' IAaxlmum Cover Tap OF System-Bev. -96.2INSTALLED AND TO DE WITHN 6'OF GRADE y r.j 34 rNMa'"(� 15• EXIST. S-0.01 or Greater =..-a: ^8 c' EXIST- PIPE to 1,000 GAL FROM EXIST. FOUI/DATIDN N SEPTIC TANK O �' Per foot 0"Effectlw Depth 1.1'S• I v dt �! � 1,_„Fur.n• '�+ts. r of I q PLAN SECTION CROSS-SECTION �` °{ a "- i ' � '� '7 `? CONCRETE FM L FauNaw o H-10 I m 0.83' (10 inches) 5 Units a 6.25' = 30' m o rn N n 3' 3' 6 b.of 3/4'-, 1/2- m > 31.25 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE compacted star, l!0 „�,yFr, c ' o " . rn 37.25' NOT TO SCALE Not to Scale - c o ' I rti fir` 5� ._7- °¢r ate] 3.5' Effective Length ®200lHaduoNlyB a+Dary®2CL3N�VRE-0f f 6 ln.of 3/4'-1 1/2" o 10' m SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES compacted atone O Effective Vndth INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 0 1. Contractor is responsible for Digsofe notification, Verification of Utilities o °a (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. w Bottom of Teat Hole I Elev.-87.50 NOTE OVERALL HEIGHT OF INFILTRATOR IS 18" FFECTIVE HEIGHT IS 10" 2. The septic"tank an j distribution box shall be set Groundwater Observed - NONE 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. PERCOLATION TEST 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: 'FEBRUARY 28, 2006 with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN, E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By: WAIVER (Per Barnstable B.O.H.) 6. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI 0 36" from those shown on the soil log or in our design installation must halt & immediate notification be Test Hole Test Hole made to Carmen E. Shay - Environmental Services, Inc. No. 1 No. 2 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. septic system unless noted as H-20 septic components. 0 9&50 0 98.50 PL 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Sandy Loam sandy ten, 94.95 TEST HOLE #1 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10 YR 3/2 10 YR 3/2 1 ELEV.= 98.50 10. All solid piping, tees & fittings shall be 4" diameter 0"-9' Ae 97.75 0'-6" Aa 8.00 37.25 \ 9 Schedule 40 NSF PVCpipes with water tight joints. Dints. Sandy Sand ;!'~;%�r? _'; :=i •. '�=- 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loom Loam f ':, • • , w �e. Properties Within 150 Feet. 10 YR 5/8 10 YR 5/6 ~'`'v •i.5'ij: �ae �le.o j:+.�',gaff D-Box\ THE PROPERTY LINES ARE APPROXIMATE AND 9'- 36" Be 95i50 6'- M' BIN 95.50 29.5' Medium/Coarse Medium/Coarae COMPILED FROM THE SURVEY PLAN GENERATED BY Sand Sand TEST HOLE #2 Failed \ BAXTER &" NYE OF OSTERVILLE, MA zs Y 7/4 ELEV.= 98.50 Leach Pi ENTITLED CERTIFIED PLOT PLAN OF LOT #20 WINDSHORE DRIVE,HYANNIS,MA, Z5 Y 7/4 DATEDJANUARY 6, 1978 AND LCC PLAN #37666A 36"- 132 G 87.50 36"- 132 G S T INTENDED T P AND IS NO NE DED 0 BE A SURVEY PLOT LAN FOR NO LOT #19 SHED EXIST. 1000 GAL.i 3 5' \ 0OJ, THE HOU SE SYS EMLD BED INS ALLATIONRPOSE OTHER THAN SEPTIC TANK 1 I EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE. 99- I I 2 LOT #21 ------------------------- --- ---__ \ F2 WOE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE PROJECT BENCH MARK G� FROM THE EXISTING LEACH PIT TO BE DISPOSED TOP OF FOUNDATION �y� OF AS PER BOARD OF HEALTH SPECIFICATIONS. �a�+� 1�� � Perr #1 ELEV. = 100.00 (Assumed) �w �� THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 40" to 58" Perc Rate= 2 MPI #34 \ ;502 �� ASSESSORS MAP 271 PARCEL 151 Groundwater Not Observed 00 No Observed ESHWT 00 EXISTING I F LEGEND ADJUSTED H2O Elev. = None 3 BEDROOM I w I I HOUSE EXIST. �F2�, 104X 1 DENOTES PROPOSED 2-18' DIAM. ACCESS IhUV*1OLES �' SPOT RA DRIVEWAY I Eck \ S 0 GRADE 99--- --------- ----- ------------- ------'------ X ` 104.46 DENOTES EXIS TING - o LOT #20 SPOT GRADE 1 I 15.919 Square Feet + - PL w PROPERTY LINE INLET I I \ / -------------------------------------- --------------- --- ou 98-____ __________ __--- --------_---- 98 96P PROPOSED CONTOUR L THE AoUss oovERs FOR TfH TANK. 174.00' - - - -- -97 EXISTING CONTOUR -�- I DISTRIBUTtOtI BOX AND LEACNBNG COMPONENT a4;=. -,� ;�_ -.>-,,,..TT.:�-s+,.;,•�; SET DEEPER TNAN 6 INCHES BELOW nNISHED Z. GRADE SHALL BE RAISED TO WITHIN 6' OF STEEL REINFORCED DE. PLAN PRECAST CONCRETE FINSM GRAM I PLAN VIE INSTALL TUF-nTE GAS BAFFLES OR EQUALS DEEP TEST HOLE & 3-24'REMOVABLE cOVERS � PERCOLATION TEST LOCATION 1 6 FOOT STOCKADE FENCE 3' min. clearance IS' aaET INLET N3' mini 2' min. Inlet to outlet e. 10'min Llqu�evei- OUTLETWIND ,S'HORE DRIVE f' P LOT P LAN 5' -7' 5'-7' �3 s E or sews r 4'-0'min. u bdepth (40 FOOT RIGHT OF WAY) OF PROPOSED SEPTIC SYSTEM UPGRADE J .. PREPARED FOR CROSS gSECTION END-SECTION MR . J O S E P H BEY AT TYPICAL 1000 GALLON SEPTIC TANK #34 WINDSHORE DRIVE NOT TO SCALE HYAN N I S, MA Kitchen Bath Bedroom Both Design Calculations /Dining Bedroom tH F EPARED BY: Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) qc �`j RM�N E. �lJ H� Y Garbage Grinder: No C � N Leaching Capacity Proposed: 330 Gal/Day Minimum (Min. Per Title V) Living Room Bedroom o Septic Tank - 2 x 330 Gal./Day =1 660 USE EXIST. 1,000 GAL. Septic Tank. 0 V' ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 0• + Bottom Area: 0.74 gal/sq. ft. x� 372.5 sq. ft. = 275.65 gallons 'P O P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. X, 78.72 sq. ft. = 58.25 gallons 0 20 40 50 TER� . EAST FALMOUTH, MA 02536 Providing: = 333.90 gallons I I NITAR TEL/FAX 508-539-7966 Use- (5) INFILTRATOR HIGH CAPACITY H-20 UNITS. HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, 3 BE HOUSE FLOOR SCHEMATIC " , SCALE: 1 =20 DRAWN BY: CES DATE: MARCH 1, 2006 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. SCALE: 1"=20' PROJECT#SD867 FILENAME: SD867PP.DWG SHEET 1 OF 1