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HomeMy WebLinkAbout0202 ARROWHEAD DRIVE - Health 202'Arrowhead Lane Hyannis f. - - - - -------- - _ - - -- - -- - - A 270 142 I TOWN OF BARN,STABLE Q'LOCATION a- A ?p�/,�FE��Y-..f�2 SEWAGE#;1 0/D VILI;AGE IjI A NW o.S ASSESSOR'S MAP&PARCEL ;2 70 INSTALLER'S NAME&PHONE NO"A2,-,y ei vrT 5—c,7 �- SEPTIC TANK CAPACITY J � �• �� e � LEACHING FACILITY:(type)J.2' ����L, �j/ ti s2���(size' 3 X /a>- NO.OF BEDROOMS . �+ OWNER A0Y/ A ies . .✓ PERMIT DATE: =Z /6 COMPLIANCE DATE: ()L -:7� 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 0 i FURNISHED BY . Do V1 v� � �• �. i- In I W No. Fee THE. COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Bisposal *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon El Complete System ❑Individual Components Location Add Less or Lot No O ner's N Addresf,4j,and Tel.No. If A�l Assessor s Map/ParceC h 9� 2 O / Installer's Name,Address,and Tel.No. Designer's Name,Add and Tel.No. ' /� .2 C� �',g2�, E 4/ r3 AY 5'0yF7->J-1 362 Type of Building: - Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 5 t�. No.of Persons Showers( ) Cafeteria( ) Other Fixtures v Design Flow(min.required) / �� gpd Design flow provided ��i O 3 gpd Plan Date / /J /D Number of sheets Revision Date Title Size of Septic Tank S d Type of S.A.S. 3 ( v,r ✓ r t 2 A )rd-eJ- Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: i 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 Certificate of Compliance has been issued is Board of ealth. APBig n Date Application Approved by -711 Date Application Disapproved by Date for the following reasons Permit No. Date Issued r.��11biar----------------- ------------------------------------------ -- --------- ------------------------ -------- No. i' �/// Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comPuteri --'Yes j ,PUsBLIC HEALTH'DIVISION - TOWN OF 6�ARNSTABLE, MASSACHUSETTS,;`� \ Rppficatton for Misposal r6pstem Construction permit k_- Application for a Permit to Construct( ) Repair( ). Upgrade( Abandon( ) El Complete System ❑Individual Components i Location Add ess or Lot No. O er's Nape,Addre ,and Tel.No. 2 oa �`�ao r{/�t� y� Assessor's Map/Parcel 7 p / Instar2 Cam Address,and Tel.No. De1-2 si �saEenAd TeL No. Type of Building: Dwelling No.of Bedrooms Lot Size 1 D O sq.ft. Garbage Grinder( ) Other Type of Building 5 t V t-C ,J No.of Persons Showers( ) Cafeteria( ) Other Fixtures _ Design Flow(min.required) L/ gpd Design flow provided ZI-71,71 3 gpd Plan Date /a / �/D Number of sheets Revision Date Title Size of Septic:Tank S O d Type of S.A.S. 3 Q .��( �✓ / T?'A rC 0-Jr- Description of Soil Nature of Repairs or Alterations(Answer wliieniapplicable) i 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 Certificate of Ir - Compliance has been issued s Board o4Health. �y ignea f r f /� Date Application Approved by /�; p• Date-17 (/ Application Disapproved�y Date for the following reasons ` Permit No. 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(14� Abandoned( )by at 9-2- 00 a /Z D>T/ 1�1:5 4 ef 0 Z has been cons t n acc d//�ape with the provisions Title 5 and a for Disposal System Construction Permit N "rdafed Installer ' ': Designer #bedrooms Approved design flqw V gpd The issuance f this jermit shall not be construed as a guarantee that the system 1t1ion as 71igned. Date a )L j J Inspector c/ 11N �, - .----- ---------------'---------------------------------------------------------------------------------------------------'----------- 10 No. Fee �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Cons truction,Vernut Permission is hereby granted to Construct( ) Repair( ) / Upgrade Abandon( ) t System located at //,2-- I and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc on t e r pleted within three years of the date of this permit. C` Date Approved by —� i Town of Barnstable �opIME rp Regulatory Services Thomas F. Geiler, Director ` BA MASS. E. ` Public Health Division 9 MASS. �plF&639. `0 Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit#2aio S-e'l7 Assessor's Map/Parcel Installer & Designer Certification Form Designer: 6�tj\63 A`3 Installer: A ezm �sTP�c.T1�S Address: ��� 'ftiocc�rlt�M C.«� Address: On was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) CIN� r_s � ( dated \lQ in (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. Stripout (if required) was inspected and the soils were found satisfactory. 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 systern) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found:S isfactor ..� "-� .r�1�;�sti9 C , t (Insta ler's Signature 40 ;;� C4 ✓ C T ner's Signature) (Affix * �si.gfl.ei s—\S a q Here) PLEASE RETURN TO BA STABLE 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:\office forms\designerce�fification form.doc .. I i Town of]Barnstable P# L 3N S Department of Regulatory Services aA Public Health Division Date KAM 1 639. �e� 200 Main Street,Hyannis MA 02601 i �ArFO MA't Date Scheduled Scheduled J Time (y Fee Pd. �v - Foil uitability Assessment for Sewage Disposal Pei:forined By: A 9—M rnyj y%HV Witnessed By: v r r/ W. rIUe LOCATION & GENERAL INFORMATION Location Address 20 2 Owner's Name NYAr.3tt-1 S 1 VA Os Address �41-1E Assessor's Map/Parcel:- .2 D / �4Z Engineer's Name SPAY NEW.CONSTRUCTION REPAIR Telephone F3 — a Ll "}!#98 Land Use nfZ -,A ',A,-C A Slopes(40) Surface Stones µ- Distances from: Open Water Body ft Possible Wet Area—,4 A ft Drinking Water Well A/JA- ft Drainage Way ft Property Line /0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) I ;TQ1\1 e Parent material(geologic) v STWA Depth to Bedrock. �T j Depth to Groundwater- Standing Water in Hole: Weeping from Pit Face N o rvL. Ob5 Estimated Seasonal High Groundwater 1 t d� IaJ ►� �}t,'s 0 M eGk DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: __� _in, Depth to still mottles: Depth to weeping from side of obs.hole: ___--� in, Groundwater Adjustment fr. Index Well# Reading Date: Index Well level Adl•factor,.,,,,_ Adj,C)routtdwater 1 evel PERCOLATION TEST Date- Time Observation Hole# Time at 9" Depth of Perc ?)D LA 15 _ Time at G' 1 e'�1:oc1 '• 30 Start Pre-soak Time @ 101 Time(9"•6") m:c> 3©SQC, 'End Pre-soak t L a} Rate Min./Inch La \4 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTICtPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. on istenc %' ravel O --� A� L o�23i ti A Frs C. IQ L io�fL�l� 3o-13'; Ct N1 �, 'IT1,4 1 c7o cllk�-�6 DEEP OBSERVATION HOLE LOG Hole# a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) •(USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi en i Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No v' Yes Within 100 year flood boundary No,—lam. Yes Depth of Naturally Occurring 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? If not,what is the depth of naturally occurring pervious material? ... Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with iro '. the required train' g,a er n e perience described in 310 CUR 15.017. t • Signature Date .��-15 Q:\.S.EPTICTERCFORM.DOC LOCATION R SEWAGE PERMIT NO. - i -®e-/ VILLAGE 10, A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER DATE PERMIT ISSUED � l DATE COMPLIANCE ISSUED s s Q10 - I 'I f No......... !.- Fms$...1 ���........_ THE COMMONWEALTH OF MASSNACHUSETTS BOARD OF H EALV H ....................Town ------.OF.........Barnstable ...... ...................•-------..............-----....... Appliration for 11isposal Works Tonstrnr#inn 1hrrAft Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: 202 Arrowhead Drive, Hyannis, MA 02601 ................__......_...................................................................... ----...-•--•---•---------.....----•------•--------.........--•....--------------............-----• Paul Rawding Location-Address 202 Arrowhead Drive t f6rannis , MA 02601 ......................_.......................................................................... ....................•------....._....-•--------------•-•----.......__..........----------...------ w A & B Cesspool Servi8gn,r Inc. 128 Bishops Terrace;d annis, MA 02601 a .............................................. I nstaller--•----••......._.._._.........._....__.......... ........ A..ddress....... � Type of Building Size Lot-.__--------_-----_------Sq. feet U DwellingNo. of Bedrooms..................3_.......................Ex Expansion Attic— p ( ) Garbage Grinder ( ) p., Other—Type of Building ............................ No. of persons.4........................ Showers ( ) — Cafeteria ( ) a' Other fixtures ------------------------- --•--•-------------- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No...................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by........................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... ff74 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•--....-•---------------------------------------------------•----•--•--•---•-----........---.......------•---•------...--•--......----••------••----...... 0 Description of Soil------Sand.....-•--------------------------------------------------=---------------------------•----•---------------...---------------------------..........--•- x U --------------•-----------•----------......--------------------------------•--------...........--------.......---------------------•--•-•-------------•-•--------------••---•-----------•••------------- w x ---------------------- ------------------- U Nature of Repairs or Alteration —Answer when applicable-_-installation of:a 1,000 gallon: pre—cast, stone Sacked leach pit Alterations . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'LITLE 5 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 boar o41h, 1j.th.� 8 14 84 Sig ned ......... ..... .. . ApplicationApproved By.................................................................................................. 8�8.. ..........._.. Date Application Disapproved for the following reasons---------------------------------------------------------------------------------------------------------------» ...........................•---•---•--------•----.....---------------•--....-----------.....--------•---.-------------:------------•-•••••••--•--•-------------•-----------------•-•-------------..••--- Date Permit No.............3-�-------•2- ---:......_.._ Issued_............... Date .��. �— --------------------------- ---- i y No......... Flcs$.... ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF !-IEAL_jH .......................T.. .........OF.........Barnstable ---- - ---------------------------------•--------............-•-•-- Appliration for Disposal Works Tonstrur#inn Vantit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: 202 Arrowhead Drive, Hyannis, MA 02601 -•.............._.---•------.............----•-•-------..........--------------•---......__--_... .....................---.....-•-•--•--•----•--••--•........•--••-••--•------•......._............. Paul Rawding Location-Address 20 2 Arrowhead Drive t is -------------------••-••--•--••......--•.....! Yann , MA 02601 . W A & B Cesspool Servigg; Inc. 128 Bishops Terrace;drffyannis, MA 02601 •----...-•-•------------•-••--•--•..........................................•---................._ ._..--••-•-----.......----••--•--•----•--•.........---•--•-----.........------•--•------•••....--- Installer Address Type of Building Size Lot............................Sq. feet �--� Dwelling—No. of Bedrooms................... .......................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons.4........................ Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------------------------•----•-•-------•-•-•---------••-•-••--------------•--•---•----•------------••-•--•-------....---------•----- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.-.------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) W Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.......----............. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.....--.............---. 9 ........................................ ---... -............. •----------- •-•-----•--••--•-•---------- ------ ----------------------- -... ..._......-•••---- ...... O Description of Soil........S44d...................................................................................................................................................... V ........••-•••................•••------------•-•-•---•-----------------------------•---•----------------...•------•-•-=-••••••-•------------••-------•-••••-------------•--------•-......---••----•------ W U Nature of Repairs or Alteration --Answer when applicable-..-u}stallation--of_.a-.1-�000._galloil,-._.p Cast, stone packed leach pit l',�overflaw) . .........---•-----------------------------------------------------------•--..........-------•._........•---• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 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 theebboard,of health. Application Approved By...........................----------•-• 818�1D/c"r Date Application Disapproved for the following reasons----------------------------------•---------------------•--------------------•---------...------•-----...._.... .................................••••-•....--•---------•••....-----------......-------•......------•••••-.•-••--•--•••--...------------------------•----•-----•---••--------•---•-------•••--•---------•- Date Permit No..............a�_....... �` .................. Issued_............... b ate THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................Town.........O F.........Barns table ........................................... �,' �rrtifirtt� ,af �unt�linnr�e �� THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (x ) C\ by----- .&.B..Cesspool.-•S�zvice r._Znc.,...1?8..Bishps--Tezu~ace,..3�y�tislis,-- A......02601......._...-•---•-----•--- Instala er at......... 02..Arrowhead..Drive.,•--Hyannis,..MA----026at--.-Paul..Rawding---•-•----------------------------------------------------- has been installed in accordance with the provisions of TIT 5-of The State Sanitary Cot c%ribed in the application for Disposal Works Construction Permit No.................� 1 .."�`.. PP P .s�:r✓.:---------•--- dated----------------------------•-----...-..-------- THE ISSUANCE F THIS CERTIFICATE SHALL NOT BE CONSTRUED S A GUARANTEE THAT THE SYSTEM WIL ,/U ///� I N SATISFACTORY. DATE....... . ,! .--d..................................................... Inspector.•••••• -- •-•...-------------•...--------•-----•.......--•---•••-•......_-•---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 84- .......................T owri Barnstable $ 15.00 ...............0 F................................................-.................................... No.............•---•-_..... FEE........................ Moposal Workii TWInotrudion Prrmit Permission is hereby granted...........A & B Cesspool Service, Inc. to Construct Repair f I dividwl Se a e D's o tem ( )28 ' A�rowPsr�'ve, Hyann`�.s�, NI pis - Paul Rawding atNo.. ............ .... . ...... ------•• -- ---- -- -•----. -- •-----•-------.. Y )I Street 8 — 8/1`�/� as shown on the application for Disposal Works Construction Permit No.....7..... ��Dated........................... ....._._.... •----------------•------•--......-•-••------------------------------•-••---.....----•••--.............._ Board of Health DATE. --•-------------•-----•-------••--------......----............................ FORM 1255 A. M. SULKIN, INC., BOSTON SITE LOCUS 3-24' DIAM, ACCESS MANHOLES *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P,V.C. 4.1_1;•v:, �. FALMOUTH RD - RT 28 ESTABLISHED VEGETATIVE COVER �(" `' 10 min. from ., Existing Foundation hauae to sep tic tank TOP OF FOUNDATION ELEV. 100.00 SS.epptto tank covers must be D-BOX cover must be "I � + p wRhin 6 in, of finished grade wkhtn B in. of finished grade D / 4 Grade over Septic Tank-• 98.50 Grade over O-Box-98.00 Vrode INLET over SAS-98.00 ,,,.,,,, , , 7 ,! •+ ,, ,,,.,.,,..., •.:•,•, „• •,,� (NATIVE OR PER( SAND);r ,':.,.y,'P:,.•.•,,,,,•,r••.r`t„ r.',6'r 9 0, e•:' .. :,,'+•'•�'''• .,.*', ^5;�.t,Y" J',' '1.,+.,n,.q•J• ,,. `� // �.,- '+ „` ,i'^'�: . ti; ,.:: �.• �;•'' " h' ^t THE ACCESS COVERS FOR THE SEPTIC TANK, BACKFILL WITH CLEAN SAN p S F 1'?' ? n, , ;,a,. ❑ ;.,•; 4, ••� DISTRIBUTION BOX AND LEACHING COMPONENT N D ou T 3 � 0.02 8 HOLE H-10 TOP OF UNIT ELEVATION - 95.75 :;' „" •,+, , r`ti„ ;, „i„ .:•� I;er;_. '„ 1' is,.':" +, t•,, +`,� „ �.; p C~ I 4 " TO WITHIN 6 OF SIO-01 DIST. BOX 3' Maximum Cover ;',.,+ ,;" ;.+ !;': 7-7 "Ti •-. -�.-n:' or 0r � a;^ r c'..�`w, ''. " `, � •,�: •, e..'" '� ', : +�F' " r-Tw.' ,�, SHALI. BE RAISED V 15' NEW eater 4" PVC CAPPED INSPECTION PORT TO � ) BE ":p ' "� "'' '` ^_"�'• FlNISHED GRADE. '2 4 „ EXIST. P� 1500 GAL S. INSTALLED AND TO BE WITHIN 8" INV. ELEVATION - 95 50 j +. OR U J O.OT" m GRADE 1 , "' °' STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES EQUALS FROM EXIST, FOUNDATION SEPTIC TANK 25' per fd0t y �;'• * '� •a ON ALL OUTLET TEE ENDS0) 46 W. Afq�N 11 H-10 an Darn' rn 0 0 15' . . mm, s':':� t r ;;, r, Sr:f tl,CONCRETE rULL n+ -• ••' PLAN IEWn �+ rn . . . BOTTOM ELEVATION 94 75 •' ,'w:• 3 24 REM LE cavE-Rs - ; :' 5 in.of 3/4"-1 1/2" ai II II' 32.00' Gi compacted stone ' GENERAL NOTES 4 ROWS OF 8 UNITS AT 4'/UNIT+ 2 END CAPS- 3z,oD' 5 MIN ABOVE BOTTOM OF 34" g 4" : �S min. dearance 1. Contractor is responsible for Di safe notification, Verif cation of Utilitles 11 TEST PIT OR GROUND WATER INLET B min} 2"mm, mist to outlet ` J I"' rT p g SYSTEM PROFILE _ �'. WIDTH 12.70' EXISTING SUITABLE MATERIAL - �-----�------L .e e'n''" OUTLET and protection of all underground utilities and pipes. Bottom of Test Hole 1 Elev.= 87,00 10"min, C ,4 z 2. The septic tank a l distri ution box shall be set ': s tn.of 3/4^-1 1/2 5• _7, �; _ 5,_�• level on 6 of , 44 -1 1 p2 stone. Not to Scats ^ i, compacted stone GROUNDWATER NOT OBSERVEDe 3. Backfill should be clean sand or grovel with no NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8" BELOW GRADE BOTTOM OF TP-1.: = 87.00 SOIL ABSORPTION ,SYSTEM (SECTION) � e ' Liquro d:pih stones over 3" in size. .'� 4. This system is subject to inspection during installation INFILTATROR QUICK 4 CH-10 LOADING)/ GEORGE O'$RIEN "+ r•, by Carmen E. Shay - Environmental Services, Inc. (OR EQUIVALENT) r.� „,. •,,, '••s •.+•• , ,: .• , w " •• i 5. The contractor shall install this system in accordance NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12" 10'-0" V -ir with Title V of the Massachusetts state code, the approved plan CROSS SECTION END--SECTION and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different PICA H- 10 LOADING LOADING1 15Q,Q GALLQN SEPTIC 2EPTIC TANK from those shown on the soil log or in our design NOT TO SCALE installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the PERCOLATION TEST septic system unless noted as H-20 septic components. Date of Percolation Test: 12/06f10 8. install Tuf-rite gas baffles or equals on all outlet tee ends. Test Performed By: CARMEN E. SHAY, R.S., C.S.E. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Results Witnessed By: DAVID STAVTON - BARNSTABLE BOH 10. All solid piping, tees & fittings shall be 4" diameter EXCAVATOR: Shay Environmental Services, Inc. Schedule 40 NSF PVC pipes with water tight joints. Percolation Rate: <2 MPI 0 3C 11. MUNICIPAL WATER IS CONNECTED TO THE SITE and Surrounding Test Hole Test Hole Properties. No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV, 0 91100 0 98.00 : Loam Loamy THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE PLAN BY CHARLES KENNEDY, RLS s- " a 10 YR3/2 " 10 YR 3/2 ENTITLED "PLAN OF LAND IN HYANNIS, MA OF �` / o 'e A► 97.5o O'$" AP 97.5o DATED JUNE 19, 1960, PLAN BOOK 159, PAGE 41 J v �) LOAMY LOAMY AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN SAND SAND IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 3 j v 1= r 10 YR 5/6 10 YR 5/6 THE SEPTIC SYSTEM INSTALLATION. 6"-30" B• 95.50 6"-30" 8s 95.50 Med. Sand Med. Sand w/cobbles w/cobbles NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 5 J z•s Y 7/4 2.5 Y 7/4 FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED 30"- 132 c, 87.00 30"-132" 01 87,001OF AS PER BOARD OF HEALTH SPECIFICATIONS. EXISTING CESSPOOL/LEACH PIT TO BE PUMPED DRY & FILLED IN PLACE S 13D 14' 22"W 77.50' Pt FAILED ^ FAILED LEACH PI ASSESSORS MAP - 270 PARCEL 142 ZONING - RESIDENTIAL 0 Cesspool 15 2'a ,, , Perc #1 -- 24 2' 2>' Depth to Perc: 30" to 48" D-Box I Perc Rate= <2 MPI 2 7' 3 Groundwater Not Observed TEST HOLE #1 No Observed ESHWT NO WETLANDS ARE PRESENT WITHIN 200 OF THE PROPERTY 98------------------ I I I I ELEV. 98.00 ADJUSTED H2O Elev. = None NEW TEST HOLE #2 „ 1500 gol. 00 ELEV,= 98.00,� PIPESALL OUTLET Septic Tank 2 : DiSTRIBUiIONBOX SHALL BE „ �- •- " "�'• C3 SET LEVEL FOR AT LEAST 2 FT, 12 CONCRETE COVER 1p 5' DECK , \\�� ~ PROJECT BENCH MARK 6 - 5" OUTLET :,•ri. ., ;•.:.,,.,F„ 2^ LEGEND TOP OF FOUNDATION KNOCKOUTS ; r ELEV. = 100.00 (Assumed) -- -15.5" ou1LEr ' -) 12" INLET 88X� SPOT GRADE h � � � � � . � DENOTES PROPOSED LOT #24 EXISTING r-"�----1 LOT #26 - s^ 8. .f W o 4 BEDROOM i ►1 i 2 X DENOTES EXISTING 15.5 104.45 SPOT GRADE N I I I N I 1.75" aaysE I I PLAN-SECTION CROSS SECTION N I I I � PL PROPERTY LINE #•202 � i i i � �I ASPHI�LT; A 6 HOLE DISTRIBl TION BOX - H 10 PROPOSED CONTOUR q I NOT TO SCALD DRIVEWAY I 97- -- -- -- - -97 EXISTING CONTOUR LOT #25 �� i Design Calculgtions 9,300 Square Feet +/- / ,'� I DEEP TEST HOLE & �( , t Number of Bedrooms: 4 Equivalent to 440 Gal./Day -- -----$ I Garbaige Grinder: No PERCOLATION TEST LOCATION .'ASPHALT Leaching Capacity Proposed: 440 Gal./Day Minimum r DRIVEWAY ^` �O j Septic Tank : - 2 x 440 Gal./Day =880 USE NEW 1,50fl GAL. TANK FENCE I IN SOIL ABSORPTION AREA: E • olUssin ft ' ti5 4 to of <2 min,/Inch � / I g / qg percolation605.446 sq. ft. In.4 8 03 gallons PRIVATE DRINKING WATER WELL Sidewall Area: NOT USED $ i /'77.50' Providing: = 4,C.03 gallons REVISIONS I ? N 12D 47' 36"E Use: I_ROWS QF 8-QUICK4 .STANRABD CHAMBER UNITS NTH No NO. DATE: DEFINITION STONE_F,O,R_AN SAS HAYING THE DIMENSIONS: 1 Z 7 x 32 0' ------------------------ •,,,,_. ---------..L...' I ----------------------------- Bottom Area. (General Use Approval for 4.73 SF/LF of IRFITRATOR -- 8 UNITS + 2 END CAPS per ROW = 32.0 FT 4 ROWS x 32.0 x 4.73 SF/LF 605.44 _jR�R 0 W_,ffEA.D _D_Z?.L V- DESIGN FLOW PROVIDED: 0.74(605.44 S.F.) 448,03 GPD i (40 FOOT RIGHT OF WAY) I PROPOSED PREPARED � Ro FOR :, SUBSURFACE SEWAGE DISPOSAL SYSTEM OF PAU L & JUDITH #202 ARROWHEAD DRIVE HYANNIS, MA 202 ARROWHEAD DRIVE HYANNIS , MA 02 601 .c Bedroom '� Bedroom PREPARED- BY: o Kitchen v t CA RHEY SHA Y ry� 1'�5 n tV.„nh4 Ze 00 ,. Bedroom Dining 0 20 40 50 Bedroom Living Room .EN VIRONAYENTAL SERVICE'S, INC. ,, c� Li 111 THORNBERRY CIRCLE Ent r� 2nd FLOOR f 1 st'Ft:OOR .� MASHPEE, MA 02649 SCALE: 1 =20 'M BR HOUSE FLOOR SCHEMAT�C •. TELf FAX 508-539-7966 !t (Description Provided By Owner) SCALE: 1 =20 DRAWN BY: CES DATE: DEC. 15, 2010 ' PROJECT#SD-1197 ILENAME: SD1197PP.DWG SHEET 1 OF 1