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HomeMy WebLinkAbout0068 THIRD AVENUE (HYANNIS) - Health 68 Third Avenue Hyannis f A = 246 088002 � o f i 4 III 1 TOWN OF BARNSTABLE LOCATION �✓�8 � ""1 r� �� SEWAGE # VII L.GE �G,wot-T`�1D0Ylif ASSES SO 'S MAP & LOT!4b—09 -C6Z INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �K s7-tn3::� LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: �I D3 COMPLIANCE DATE: 3 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 facility) Feet Furnished by ��� �� f'f � � i i �� � � �, � ,c�__ o � � . � C C� � � � � � � -- -- _ � �_ s. �, _r �� S .. �� ` ,��;; ' c No. dam" / / FEE d 41 COMMONWEALTH Of MASSAC14US ETTS Board of Health, dlvtiST �— , MA. APPLICATION FOP, DID ®SAS, SYSTEM'][ CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location tt p Owner's Name Map/Parcel# Address �qJAP Z 4(p Lot# Telephone# PARCEL d 0'j 2 Installer's Name---a � Designer's Name L oT Address D. l J Cy J Address Telephone# 50 Telephone# Type of Building i Lot Size sq.ft. Dwelling-No.of Bedrooms ! Garbage grinder( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) p Cal ate design flow Design flow provided gpd Plan: Date Nu er o sheet Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS eG `E4 1' _ ��`I i iseal The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furtheftgrees to of to plac tem' pperation until a CertificatVf;3,ro-c3 a has been issued by the Board of Health. Signed Date APr„ ey: Inspections .•-....,. .�... -a �. ., � v l ., _ -.��_,-. ,._ �.-i.,..s -s'.,�sr:w/�L.,"'!� '"y l..,;`r,^ �'i�..y,,�_-. ,r,�,y.. v�_,., armor_:Yr-. T No. �1�` ' 3 s! FEE COMMONWEALTH Of MASSACHUSETTS-UZZ. Board of Health, 146V,65V . e— , MA. APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair(IIXUpgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location t2 —TVy�, A\,-e— " Owner's Name Map/Parcel# 1 Address 4 (p Lot# Telephone# Z.. Installer's Name'�,,,,,�,i�k / Designer's Name Address U 15 b�-17 qua 71715 Address Telephone# l/l7b,3 ) '77 9 9 gr Telephone# Type of Building Lot Size sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building No.of persons Showers ),Cafeteria ( ) Other Fixtures I ' Design Flow (min.required) li,'dk CalcuT ate `design flow Design flow provided gpd Plan: Date Number Of sheet 1 Revision Date Title 1 Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS ( C I V\7G4t��� - `�t�E'✓'� , u" The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to.-not to place-the /,system in operation until a Certificate of/Compliance has been issued by the Board of Health. Signed Y � /f ! Date "7 l �t> /tj r � , Inspections j No. ,C� J�;lp '7 FEE Board of Health, Uu/A/_`�LG41D4�.r MA. CERTIFICATE OF COMPLIANCE Description of Work: b Individual Component(s) ❑Complete System The undersigned herebyi ertify that the Sewage Disposal System; Constructed ( ),Repaired /Upgraded ( ),Abandoned ( ) by: <- S OT\Lr at r�0—P,0-2-- �4-4 9C(ZT— 1 has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No r)4t� 3 /C-`!,, dated iv glol . Approved Ders/ig�Jn6 Flow , _) (gpd) �/ fL / //Installer Designer: v Inspector: �r� ';// � Date: v 1--e -1 rIV The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. (p FEE Board of Health, ✓ 1'!n' MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted t ; Construct( ) Repair(t-,),` pgrade( ) Abandon( ) an individual sewage disposal system L at le 3 4 ! - ►- yQ_ 9/c, 0-v1t SoOD j�— as described in the application for v ' Disposal System Construction Permit No. 3-/l07,dated �i I� G Provided: Construction shall be completed/ /within three years,of the date of--this p, r-mi. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health. _ �i + TOWN OF BARNSTABLE l ��(1f1,i SEWAGE # l LOCATION _ I VILLAGE., o �`'� - ��'t ASSESSO 'S MAP 8c LOT� � b��-�Z INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �yST� t 5� 5.T` LEACHING FACILITY: (type) (size) S ' NO.OF BEDROOMS BUII.DER OR OWNER PERMITDATE: ql*,,o COMPLIANCE DATE:. -3 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 Feet 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 facility) Furnished by i Le\\�t S p © d i I , f TOWN OF BAMS'TABLE L A r., c LOCATION �n �1�� H1r2 SEWAGE # `✓LLAGE u2 ASSESSOR'S MAP & LOT GV IF INSTALLER'S NAME&PHONE NO. - SEPTIC TANK CAPACITY : -,j c 1I LEACHING FACILITY: (type) ��`��r®�rL (size) 1 NO. OF BEDROOMS BUILDER OR OWNER Ir'PILK wy� PERMITDATE: 7 o 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 o � 'ems v � N DO 0.2 FEE— � s ��, COMMO WUALT14 ®F l�'ASSACKIS ETTS c� Board of Health, S—k PgLE , MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairXUpgrade( ) Abandon( ) -AComplete System ❑Individual Components ' Location (f8 70mrd Owner's Name Map/Parcel#'R Address Lot# 15Telephone# Installer's Name Designer's Name �UCS Address - Address �,,Telephone# 3 Telephone# Type of Building j,1f�o ON Lot Size C sq.ft. Dwelling-No.of Bedrooms Garbage grinder (A?I* Other-Type of Building 0{ESL No.of persons Showers (4,Cafeteria (k) Other Fixtures R=N e 6 (� `n�LC&VJJS k- Design Flow(min.required) ( gpd Calculated design flow Design flow provided /441•E5 gpd Plan: Date Number of sheets �+� Revision Date Title V C. Description of Soil(s) _ Soil Evaluator Form No. Name of Soil Evaluator kn Date of Evaluation es� DESCRIPTION OF REPAIRS OR ALTERATIONS The unders ed agreF to install the above described Individual Sewage Disposal Systemi9%Qh1Yi�tX'iVitii 9 �iBn$WPf U1 gand further afire s t tlace the a in ra' til a Certificate of Compliance AM"A .1I6Y2ITING 7 u o THE SYSTEM WAS INSTALLED IN STRICT Signed Date ACCORDA"CE TO PLAN. Inspections No. / - �� ; r FEE . COMMONWEALTH OF MASS ETTS rc- z Board of Health, (ev NeTR SLR MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT `.� Application for a Permit to Construct( ) Repair( Upgrade Abandon( L Complete System ❑Individual Components t �. Location g "" ��. Owner's Namesell, -111 i Map/Parcel# !"' 41t2 U Address � . Lot# Telephone# Installer's Name C` Designer's Name ` ` u Address ; Address -� I� Telephone# (1 ` ?J Telephone# Type of Building Q` Lot Size_� sq.ft. Dwelling-No.of Bedrooms FSO—lz Garbage grinder,(h11h Other-Type of Building ` (�{\Q No.of persons 4 Showers ( I?,Cafeteria ( 11/ Other Fixtures . �r � �.a _�1`c� C rc,,Design Flow Flow (min.required) (7 gpd Calculated design flow 4140 Design flow provided 441• gpd Plan: Date +� �(1:z) Number of sheets Revision Date Title C •'Sa Description of Soil(s) ! Soil Evaluator Form No. C Name of Soil Evaluator -.I&a Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS fri\n c)- The unders> fed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE d further agrees t of t lace the s ep o ati til a Certificate of Compliance has been issued by the Board of Health. Signed Date 7 G G'Z Inspections _ _ �<;r3��c..•... � _. .sf..�-;..sx._ .._-�. -F•.� ,� .t, -_car.^ - ...., _ _...--..— No. FEE C®M�' ONO T14 ®F MASSAC14USETTS 1 Board of Health, /1 t.�C_... MA. C�EPITIFI ATE ®F COMPLIANCE Description of Work: ❑Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: U A ,/ at , �°1 e�"D Mull(""t J has been installed in accordance with the r vis' ns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application N . V U0 -; , as d )U Approved Design Flow (gpd) Installer r Designer: Inspector: UA,/1 V 7 Date: 1 . The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 0 0 2 ` a / FEE COMMON.WELA Of TTS MA Board of Health, ' vC . DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( Upgrade( ) Abandon( ) an individual sewage disposal system at In -f��rd Av, &n✓!1 f as described in the application for Disposal System Construction Permit No. 2002-d dated Provided: Construction shall be completed within three years of the date of this permit. All loc 1 onditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board Of Health c TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE �P r0(�� (� ASSESSOR'S MAP & LOT 26 -OB' -x INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY S ri1 4 LEACHING FACILITY �11: (type) �_ .�`��rd�rl, -- (side) ' X ! KO' NO. OF BEDROOMS BUELDER OR OWNER 11.J�UlV PERMUDATE: 7 0 > Y. 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 a TF #,e a r . 1 FORM 11 - SOIL EVALUATOR FORN Page 1 of No.: Date: 6/21/02 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 6/21/02 Witnessed By: Waiver Location Address or#68 Third Avenue Owners Name: Mr. Martin Traywick Hyannis,MA Address and #Box 246,Hyannis Port,MA Lot# (Map—246,Parcel 088) Telephone Number: (508)- New Construction : X Repair : OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Flood Boundary: No ❑ Yes Within 500 Year Flood Boundary: No ❑ Yes ❑ Within 100 Year Flood Boundary: No ❑ Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal ❑ Normal FX I Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 — SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #68 Third Avenue, Hyannis, MA On -Site Review Deep Hole Number: #1 Date: 6/21/02 Time: 10:00 AM Weather: Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 25' feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG r(inches) Soil Soil Soil Soil Other Horizon Texture Color Mottling Structure, Stones, (USDA) (Munsel) Boulders, Consistency, % Gravel AB Loamy 10 YR 3/2 None <5% Gravel, Friable Sand Friable 6" — 30" BW Loamy 10 Y/R None <5% Gravel, Friable Sand 5/6 Friable 30" — 168" C' Medium 2.5 Y 7/4 None Medium Sand, 10% Sand gravel, Loose Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None Estimated Seasonal High Water Table 168" Assumed — No groundwater Observed DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #68 Third Avenue, Hyannis MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: NIA inches ❑ Depth weeping from side of Observation Hole: 168 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: NIA DEPTH OF NATURALLY OCCURING PERVIOUS MATERIAL: Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature: Date: �a \ 74. FORM 12 - PERCOLATION TEST Location Address or Lot No.: #68 Third Avenue COMMONWEALTH OF MASSACHUSETTS Hyannis , Massachusetts Percolation Test Date: 6/21/02 Time: 10:30 AM Observation Hole #: #1 Depth of Perc 38" — 56" Start Pre-soak 10:28 AM End Pre-soak 10:38 AM Time at 12" Would Not Hold 24 Gallon Presoak Time at 9 Time at 6" Time (9-6") Rate Min./inch < 2MP1 * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - <2 MPI Site Passed X Site Failed DEP APPROVED FORM 12/7/95 SKETCH OF PERC TEST & DEEP HOLE LOCATION Property Address: #68 Third Avenue Hyannis,MA Owner: Martin Traywick Date of Perc Test: 6/21/02 T H I R D A Existing V House E N U E Asphalt Driveway 35' Test Hole#1 15' f Sep-20-01 13: 52 BARNSTABLE . HEALTH OEPT 5087906304 P.02 5M/Ol J NOTICE: This Form Is To Be Used For the Repair Of Failed I Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, a2m F "Y hereby certify that the engineered plan signed by me dated concerning the property located at _ S t kQD Doxnet �� meets all of the 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 ciassired as.CLASS I and the percolation rate is less than or equal to 5 nure e inch. The applicant u rru s rma use hit ca t t a Y son ! data o conclude his f c, or �ma PY conduce preliminary 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 not be located less than fourteen •(14) feet above the maximum adjusted groundwater table elevation. (Adjust the goundwater table using the Frimptor method when applicable) Please complete the following: A) Top of Ground Surface Elevation (using GIS information) B) G.W. Elevation S.D + adjustment for high G.W. o�•� = •o D CFFERENCE BETWEEN A and B 2(p•� SIGNED DATE: �---- -- 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. J q:hc_llh(cldcc percc.imp Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: We 7 ,-,0:: 1655 (� ,-,S Lot No.7 �r 1 - Owner: MockACl +��' LS \K `\Address: Ci�4\ACZ1 a S. tom. tt'1 i1�S Contractor: ? t,\.) lfy�C1TG�Address: Notes: STEP 1 Measure depth to water table tonearest 1/10 It. ............. ............................. Date.................................... month ay/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................................... M1029 Water-level range zone..................................................... STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to t_,, ,rya 1 water level for index well ........................... `(.®'r\��Q�>' Zy mo h/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 31, and water-level zone (STEP 2B) O determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water Qo levelat site(STEP 1) ............................................................................................................. Cape Cod Commission: USGS Well Data- June 2002 Page 1 of 2 a United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties,the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information,please contact Hydrologist Gabrielle Belfit at the Commission offices (508-362- 3828). June2002 t:SG s Site Water Record ERecordDeparture from Number`s*** Location Well No. Level* High* Average** (links to USGS Monthly Overall national water-level database) Barnstable 230 24.4 20.5 26.6 -1.3 -0.8 413956070164301 Barnstable 24w 26.2 20.5 28.6 -2.3 -1.7 414154070165001 Brewster BMW 21 12.6 6.9 13.3 -2.81 -2.4-]l 414518070020301 Chatham CGW138 24.6 20.9 26.6 -1.3 -0.7 414100070011101 Mashpee MIW 29 8.7 5.6 10.0 -0.6 -0.2 413525070291904 Sandwich SDZ 47.5 45.9 48.2 -0.5 -0.2 414418070241601 Sandwich SDW 53.6 45.8 55.1 -4.1 -3.5 414124070265901 Truro TSW 89 12.2 10.2 13.0 -0.4 -0.2 420206070045901 Wellfleet W 7W 11.6*** 7.3 12.8 -1.8 -1.2 415353069585401 http://www.capecodcommission.org/wells.htm 7/10/2002 V TRAYWICK RESIDENCE 3RD.AVE WEST HYANNISPORT MA. 8'-0„ 25 YR.ASPHAULT ROOF SHIN WHITE CEDAR SIDEWALL all 11-1-1 LLLI 36'-0" WEST ELEVATION FE El--U I LIT I I 1 1-1 EM IELI I I EM ELI I EM P-0- P-0" Ell] [1:1-1 F11-1 Ll 36'-0" 14'-0" EAST ELEVATION -- - - O 1-1 Od OLD � H -4 -0 ► NORTH ELEVATION F (OD) P-0" 3,=0" SOUTH ELEVATION � 11'-0" ► 42'-0" i 4-.91 w m e a A a O� O 00 00 O O� w a ,.9-1ES N 77d KO_l a Mf I2 oe a --.... _. N 4! m a i r m oe I- m a 0 rl 0 ,.6-1 ZT ASPHAULT ROOF SHINGLE 1/2 CDX PLY SHEETH R 30 INSULATION W/ VENTING 2 X 10 RAFTERS 1/2 CDX WALL SHEETH FRAME SPECS CEDER SIDE SHINGLES R 13 INSULATION 2 X 10 FLOOR JOI N .-1 •-1 N rl 2 X 10 FLOOR . 14'-0" 28'-0" FOUNDATION PLAN l i m bulk head beam pockets S. Oo r'-e" �a� ' ❑ ❑ ❑ ? > ; m i 36'-0" i 70 7t �- -ram r CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES, INC. P.O.Box 627,East Falmouth,MA 02536 July 11, 2002 RE: Certification of Title V Septic System Installation: Residential Property—68 Third Avenue, Centerville, MA Dear Sir or Madam: I On July 10, 2002, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 68 Third Avenue, Centerville, MA, based on a design drawn by Shay Environmental Services, Inc, dated, June 28, 2002. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan i. I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions,please do not hesitate to call the undersigned at (508)-548-0796. Sincerely, CARMEN E. SHAY ENVIRONMENTAL SERVICES,INC. N OF MqS.,, o CARMEN �yGN E. SHAY N No. 1181 Carmen E. Shay, R.S., C. o President SgNITAR\aN.. SECTION A A 10 2000 +/- 10' min. from. . _ . �r ALL OUTLET PIPES FROM THE NOTE: ALL PIPES ARE to BE 4 SCHEDULE 4o P.V.C. PROFILE VIE _OF ADDITION TO"LEACHING SYSTEM DISTReuna4 Sox swtu , Existing Foundation �hose to septic tank 12 Septic tank corers must be 3" of 1/8" - 1/2" washed peoston SET LEVEL FOR AT LEAST 2 FT. COr+lyt[TE COVER CRAIGVILLE BEACH ROAD within 6 in.of finished grade 4" 1 t 3/ ,o /2 Washed Crushed Stone .,Y 3 s OUTLET v :�.,� 2 _ w Croft over Septic Tor* - 33.00 Geode over D-Box - 32.50 --Geode over SAS - 32.50 !� KNOCKOUTS Q Q n , a a s a a a tE.S" OUTLET `��� 12' MET S - .� L � f I�F 3 HOLE H-20 , 6. 4, + L u NEW S.0.01 DtST. BOX 3' Moximwn Covsr Top of SAS - Elev. -95.50 x t` L t4Ev PIPE 1500 GAL. 0.010' per loot • y tS.S" -a2 40.5' 4' - SCH. 40 TeFROtt EXIST.FOUNDAT113N rSEPTIC TANK N Effectne Depth t.75'H-to ono PLAN SECTION CROSS-SECTION Maple Stree CONCRETE FULL FOUMDATN7 U it,' 0 6' _ 42`6 + 3/+--11/2 1' NV STONE UNDER CHAMBERS 3 HOLE H-10 DISTRIBUTION BOX SITSYSTEM 2.5° 2.5' , compacted stoneNot to Scoe C a, u • 2' NOT TO SCALE ° L C u S M A P 3 3 7' c 2. Effective Length 6 In-of 3/4--f 1/2- Effect" vwtn o compacted stone m SOIL ABSORPTION SYSTEM (SAS) ------- GENERAL NOTES • CULTEC MODEL <H-20 LOADING)/ SHDREY PRECASTS (OR EQUIVALENT) Not to Scale 1. Contractor is responsible for Digsafe notification NOTE_ OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 12' and protection of all underground utilities and pipes. 2. The septic"tonk once distribution box shall be set level on 6 of 3/4 -1 112" stone. j 3. Backfill should be clean sand or gravel with no stones over 3" in size. - 4. This system is subject to inspection during instollotion 3-24" a�. ACCESS MANHOLES by.Carmen E. Shay - Environmental Services, Inc. to _4.--w---- 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. ` k 6. If, during installation the contractor encounters any soil conditions or site conditions that ore different / l l r MET � _t TM from those shown. on the soil log or in our design MET / �`/ ` �/ ;, OUTT j installation must halt & immediate notification be THE ACCESS COVERS FOR THE SEPTIC TANK. u N F James Connollen i made to Carmen E. Shay - Environmental Services, Inc_ DISTRIBUTION BOX AND LEACHING COMPONENT LOT #F) LOT #7 / 7. No vehicle or heavy machinery shall drive over the SHALL BE RAISED TO WITHIN 6" of I septic system unless noted as H-20 septic components. 4 ...,^..' .'^ ';•.,• .�•. FINISHED GRADE I P Y P P f STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS ! 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. I PLAN VIEW ON ALL OUTLET TEE ENDS I� 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 3-24'REMOVABLE COVERS N 02d 10. All solid piping, tees & fittings shall be 4" diameter { r „ Schedule 40 NSF PVC pipes with water tight joints. 38 24 iV 100.00' 4- 11. Municipal Water is Connected to The Residence and Abutting min. clearance ,r eccT Properties Within 150 Feet. MET 8 min. .�2'min. Inlet to oatkt 6' - ---- IME' -tauk!Ieve1- OUTLET e 4-0-m„• NEW 1500 gol. A THE I PROPERTY LINES ARE APPROXIMATE AND I e.x ewe. Lkod depth _..-.•__ ""_ -"^ o f-Septic Tank ' . ;�• - 33 COMPILED FROM THE SURVEY PLAN GENERATED BY °s `� 00 BAXTER & NYE, SURVEYORS, OF OSTERVILLE, MA w _---_- -_-- f' ENTITLED " PLAN OF LAND IN HYANNIS, MA CROSS 33 --_ ---_~-- ''' DATED SEPTEMBER 3, 1974, PLAN BOOK 420 PAGE 64 AND 1S NOT INTENDED TO BE A ..SURVEY PLOT. PLAN SECTION END-SECTION Faded o Cesspool Foiled IT SHOULD BE USED FOR NO PURPOSE OTHER THAN ` ► o THE SEPTIC SYSTEM INSTALLATION. Cesspool r e , TYPICAL 1500 GALLON H- 10 SEPTIC TANK ; EXISTING 4.4' NOT TO SCALE _.� �' 3 BEDROOM _ t• - - - - - HOUSE ' = LEGEND ko PERCOLATION TEST LOT #4 #68 , , 'Y. � N/F Eleanor Decosta �--� DENOTES PROPOSED to 104X1 TEST HOLE #1 fo' "t3 SPOT GRADE Dote of Percolation Test: JUNE 21, 2002 i` - „ D ELEV.= 32.50 Test Performed By. _CARMEN E. SHAY, R.S., C.S.E. cn DENOTES EXISTING Results Witnessed By WAIVER ( per Barnstable B.O.H.) _ X 104.46 SPOT GRADE Excavator: Roberts Septic Services Percolation Rate: Less Than 2 MPI f -f t` o LOT #5 PL PROPERTY LINE 10,000 Square Feet t/- . PROPOSED CONTOUR "32 97- - - -97 EXISTING CONTOUR Test Hole _ ---No. 1 ___ -- OF �-_--------- DEPTH SOILS ELEV. / S T�sT/�, 32 -___- - � � DEEP TEST HOLE & o 32.50 q'SF . / 100.00' PERCOLATION TEST LOCATION Loom Sand y 0 s�,�ipFti� N 02d 38' 24" W ,o YR 3/2 Oc�'Li�Lq',/'/��, 6 FOOT STOCKADE FENCE 0--6'. A. 32.00 �,9s pC.Q� Sandy OA"YyS��� �ts PROJECT BENCH MARK 10 Y 5/6 TOP OF FOUNDATION O/'yGiOF ELEV. - 33.75 (Assumed) -D -A V_EF_Z T U.E' 6 �o- 28.6s /y���G - THIR Side SJ %,�,Cc�` (40 FOOT RIGHT OF WAY) PLOTPLAN Y-5 Y 7/41 30 t68" C, 18.50 OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR MARTIN C . TRAYWICK Perc #1 Depth to Perc: 38" to 56" Perc Rate= Less The 2 MPI Groundwater Not Observed QQ AT AVENUE �\ / No Observed ESHWT C� THIRD /1 V E N U !- ADJUSTED H2O Elev. None Design Calculations 0 20 40 50 HYANNIS MA Number of Bedrooms: 3 Existing, 4 PROPOSED to 440 Gal./Doy (330 Gal./Day Min. per Title V) ��ZNOF SS PREPARED BY: Garbage Grinder: No //y /T�� //` /7�'/7 /TAT SHAY f Leaching Capacity Proposed: 440 Gal./Day Minimum (Min. Per Title V) V Al b1llL L , ll l Septic Tank 3 x 440 Got,/Day = 880 USE 1,500 GAL. Septic Tank. SCALE: 1 "=20 SOIL ABSORPTION AREA: 'Using percolation rate of-<2 min./inch v, ENVIRONMENTAL SERVICES, INC. r Bottom`Area: 0.74 got/sq. ft. x 376 sq, ft. _ 278.24 gallons 1 1 ., Sidewall Area: 0.74 ol. s . ft, x 220 sq. ft. _ 162.80 gallons �p �p P.O. BOX 627 9 I q 9 EXISTING CESSPOOLS TO BE PUMPED & REMOVED TO Providing: 441.40 gallons ofsTER EAST FALMOUTH, MA 02536 :.' BECAUSE THEY ARE ON ABUTTERS PROERTY.' sq�ulTARtP`' TEL FAX 508-548-0796 Use: SEVEN (7) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, NOTE: ANY STRIPPED OUT SOIL` CONTAINING LEACHATE ,. , TO BE USED WITH 3` OF WASHED STONE ON THE SIDES, 2.5' OF WASHED STONE SCALE: i =20 DRAWN BY: CES DATE: ,)ULY 3, 2002 ON THE ENDS AND i' OF WASHED STONE BENEATH THE ENTIRE SAS. FROM THE EXISTING LEACH PIT TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. PROJECT#SD332 FILENAME: SD332PP.DWG SHEET- 1 OF 1