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0337 MITCHELL'S WAY - Health
337 Mift hells Way Hyannis A= 291-011-001 wt TOWN OF BARNSTABLE LOCATION �.�� 9/ _Zc Aj WIPY SEWAGE # 1�1a^ 003 V-TLL.LAGE vt. ASSESSOR'S MAP & LOT INSTALLER'S AME&PHONE NO. Skt SEPTIC TANK CAPACITY DOD LEACHING FACILITY: (type) iWO 4eA c 4.a5 -`(size) 10 Z D f NO. OF BEDROOMS _ �-- BUILDER OR OWNER e i ! [ I'1Mwo PERMITDATE: 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 � � � � � � � � �-- � � - l � � � � � � _ ��+ � � No. O a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �N,5p al *paem Cow5trUCtiott Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.1 1337 q F /�i Ow�ner'ss�Naame Address,and Tel.No. Assess�sMap/Parcel ` lnstalle 's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. +04 p� Type of Bu ding: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building hailg" No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��a gpd Design flow provided_ ��Q gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank I 661 %%,QA Type of S.A.S. d Description of Soil Nature of Repairs or Alterations(Answer when applicable) .> Date last inspected: Agreement: The undersigned agrees to ensure the construction and main ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental o and not to place the system in operation until a Certificate of Compliance has been issued by this Board of It Signed Date Application Approved by Date 17h a Application Disapproved by: Date for the following reasons Permit No. 2.0(0 —0 d3 Date Issued—I `7 D No. oo t ;p ✓ Fee 11112 �) � dY.J I � Entered in computer: � THE.,COMMONWEALTH OF MASSACHUSETTS k. s PU�BLICYHEALTH DIVISION —.TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for fgPogal 5tem-Con.5tructton Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. �j / Owner's Name Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Bu• ding: Dwelling No.of Bedrooms 31 Lot Size sq. ft. Garbage Grinder ( ) Cl--Other Type of Building otli--, No of Persons Showers( ) Cafeteria( ) Other Fixtures De4kif low(min.required) gpd Design�flow provided j62 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. -j y/ZZK Description of Soil t Nature of Repairs or Alterations(Answer when applicable) Date last in pected: .Agreeme`nt t r` The uridersignedsagr>ees to ensure the constr�iotion and maintenance of'the afore descr bed on-site sewage disposal system in accordance with the provisions of Title 5 of the,Environmental C de and not to place;the:systerfi tn"bperattowuntil a Certificate of e. Compliance has been issued by this Board of Healt if F°' Y� Ste: ( f. Signed Date Application Approved by t 7 1 L _) . Date + 7/6 Application Disapproved by: Date for the following reasons Permit No. U /U -U U3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certiftcate of Compliance i THIS IS TO CERTIFY,that the On-site Sequa e Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned( )by at 7/� /f� has been constructed in accordance with the provisions of Title 5 and the for Dis osal System Construction Permit No. A dated l/7/ Installer ,//, Designer V `#bedrooms _� Approved design flow/�jj �3 V gpd The issuance of this permit shall not be construed as a guarantee that the system wil�fl 'oni as desiAed. /7 Date 4�E J Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS atgogar *pgtem ComAructton Vermtt Permission is hereby granted to Construct ( ) Repair ( Llf/Upgrade ( ) Abandon ( ) System located at / l 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 conditions. Provided: Construction must be completed within three years of the date of this p.ertnit. t` Date f .� Approved by ✓ ) � �W, Town of Barnstable Department of Regulatory Services ..Public Health Division. � k 200 Main Street,Hyannis MA 02601 Date Date Scheduled Fee Pd. /Z9G Soil Suitability Assessment,for Se' � wage .Disposal " , Performed By: ! Wi tn cssedBy:— OinVII(Ak LOCATION & G NERAL Location Address INFORMATION Owner's Name Address Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION � REPAIR. Telephon # SUS-� Land Use f 'J?ro ,Slopes(40) —527 545d Distances from: O e Su ace Stones eater Body 'QUU "ft possible WetArea _ �✓�Q d /k ft Drinking Water Well 4==0fJe ft S h72dlCP Drainage Way ol//jam y — ft Property Line $U -------—Ft Other R /U ft SKETCH: (Street name,dimensions of lot,exact locations of test holes tests,&. erc P . locate wctl ands In proximity to holes) 2 pI /o- 1 Parent material.(geologic ( L r. Depth to Bedrock Depth to Groundwater. Standing Water in Hole: �V / -�. Weeping from Pit Pace �V0V Estimated Seasonal High Groundwater DETE Method Used: RNUNATIONFOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs..holei Dc th to weeping from side of obs:hole:F_ �11i , Depth to still mottles: Index Well# Date: aroundwaler Adjustment'idex Well leAdj,factor AdJ,drnundwatcr Le T Obsmad..on t PERCOLATION TEST Date z 't �, �IL= Hole#k �� �� � Time at 9" 'Depth of Pete . t . Time at 6"' Start Pre-soak Time Time(9".6" - End Pre-soak �f .3/ Rate Min./Inch Site Suitability Assessment: Site Passed V �/r Site Failed: Additional Testing Needed(Y/N) A(ld Original: Public Health Division b Observation Hole Data To Be Completed on Back----- ***If percolation test is to be conducted within 1 Barnstable Co 00' of wetland, you must first rzotif the nservation Division at least one (1) week prior to beginning, Y Q:�SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Depth from Hole Soil Horizon Surface(in.) So"il Texture Soil Color (USDA) Soil. Other (Munsell) Mottling (Structure,Stones;Boulders, on i to c % ravel try DEEP OBSERVATION PIOLE LOG Depth from Soil Horizon Hole# ! Z Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Munsell) Mottling (structure,Stone,,; onsisten %Grayer____ /6" LU ZU- 3G 3 u l3 ,. •S 6 - .3')� c 7 R s.6 . S. 7 Depth from DEEP OBSERVATION HOLE LOG Hole#Soil Horizon Soil Texture --— -_ Surface(in.) Soil Color Soil(USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. Co 5istency,9' Gravel) r , DEEP OBSERVATION HOLE LOG Hale# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Sol](USDA) Other (Munsell ) Mottling (Structure,Stones,Boulders, Consistency, 1 Flood Insurance Rate Ma ; Above 500 year flood boundary No Yes Within 500 year boundary No Ym Within 10o year flood boundary No Yes Depth of Naturz'ly Occurring Pervious Material Does at least four feet of naturally occurring pervio 1-116 material exist in all areas observed throughout the area proposed for the soil absorption system? /-- If not,what is the depth of naturally oecurrin ervi u g p o s material? Certification I certify that o .(date)I have passed the Soil evaluator examination approved by the Department of.Environmental Protection and that the above analysis was the required tra'r ' g,e ertise nd e y Performed by ma consistent with e described in�10 CMR 15.017, Signatur 12_ 7- 9 Date Q:%SBPTIC F,9C:r-ORM.DOC It Town bf Barnstable Regulatory Services Thomas F. Geiler,Director * Public-Health Division t,S. p�1639. 6 Thomas McKean,Director �D 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: / / P Sewage Permit# ' ®- Assessor's Map/Parcel i---C70 Installer& Designer Certification Form Designer: DWO Installer: 414M Address: w -Address: y f .l %VI p,ti On S 1 v ko'deq FIS/4 was issued a permit to install a (date) (in alley) t ` septic system at �3 ( S Jbased on a design drawn by address) t) dated a —(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. y 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 ified as-bui� by designer to follow. Stripout(if required) was inspected and the soils w re and sa sfactory. O . ���•cN of�ssgo DAVID tip, ! i _ D. a k er's i nature) < FLAHERTY, JR.No. 1211 Y , �aISTfS S esigner's Signature) (Affix De p 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:\office forms\designercertification form.doc LOCATION / SEWAGE PERMIT NO VILLAGE .<x>r I N S T A LLER'S NAM/E A ADDRESS OWN ER DA. T. E P E R M I T I S S U E D � :�, D A T E COMPLIANCE ISSUED �/�. w �1 � �! � �. `� y � � i 0 S .%W No.. .`�....- �. Fes$. `ten-_ .... �. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN BARNSTABL'E ..............................--.....-..--.0 F...........;........-....-.--.-.........---------------•--.._.-----._._._.._......_.._.._. , ppliration for Disposal Works Tonstrur#iott throb# Application is hereby made for a Permit to.Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: Lot 23 ................-........_...................................................................... .................-----._.....-•--.----•-------yt No. -----------•----------................--•-------- Francis Till� Va Loon-Address Mitchell ' s ..................•----....------....................------•--------_: ......... •• ----••-----•---•---•-•------------- Owner Hyannis Address Insta er ll Address Type of Building Size Lot....16......,.....900.............Sq. feet U Dwelling—No. of Bedrooms_______________________3...................Expansion Attic ( ) Garbage Grinder (nc) Other—Type of Building ____. No. of ersons___________________________.. Showers a YP g -----•-------------•--- P ( ) — Cafeteria ( ) dOther fixtures --------------------------------------------------------------•••-•-•----•---•-----------•------••-----•- W Design Flow................_...___...__..______.___..._gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No_____________________ Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No._.___._1-_.__..__. Diameter......... :'.... Depth below inlet__3,*.6.1`,..._. Total leaching area...25L.......sq. ft.• Z Other Distribution box ( X) Dosing tank ( ) '—' Percolation Test Results Performed by. -,QV--e.__Cod..5LdW.-ey_.CQrISU tS______ Date.....1V2B,1_$4......_ . . a Test Pit No. 1................minutes per inch Depth of Test-Pit_.__._11.._.______ Depth to ground water..__ ��,.. Gi, Test Pit No. 2__.__2........minutes per inch Depth of Test Pit......14________. Depth to ground water_-_ _.___- 9 •---•-----•--------------••-•••------•-•------•----- •-----••••••------•-••--•••----•---------------------------------------- .... �©-..STZP--HEN O Description of Soil._TP...#ls _0-36" topsoil-arid-•subsoil,-•36"-132"._•Gp s t0_______________ A=N v WILSON U fine sand.----TP-•#2,- 0- 36"•topsoil-and-•subsoil-=--•3 12Q"._ S2s� is ._ Q__________________ ____ W f ine sand. ,e , ..........216 Q ----- - ------------ ----•-----•-------• ------••------•--•---•--------•---••---•-•---•- 'U Nature of Repairs or Alterations Answer when applicable._._____-. ��'�3Tr �� •.. r 'TONAL E.11 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acc dap- the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place.thg system in operation until a Certificate of Compliance has�b issued by the oard �h. .. ---------=•=•- Sig1F �� D//ate *_ Application Approved By............ .....r--....___ ..,....__ _____ _ / Date Application Disapproved for the following reasons:•-----------------------------------------------------••------•---•-----••---- ==-----------------••--•••--- -•-•----•---•------•..._...-•--------•---....•-••••-••••---••-•...............•-••-•-•---...-••-••---•-----•--•---•----•----•-•--•----•---•--•--••--•------•-------••---••-----••----•------••-------•-- Date Permit No...................................................... --•. Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETT /���/ g S BOARD OF HEALTH ...........................................OF..................................................................................... Tntif iratr of Tarmpliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired( ) b3'----••-•----•-::..-••----••-•-..------...-••----••-•-- --- --------- --•••-----•__---• ----------------•---------------------------•------•-•-----•------•• ----------•-----------------•- nstaller S c at 2�-•••-••-••..............------------------ z„nt-. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Cod a described in the application for Disposal Works Construction Permit No------- r��` `�,_:____ dated__________ ________ ___ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GU RANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector--------._.....------------------------------....._....-••--••-•••..._....----_---•- _�7. No. ..� ......�. Fps........ .... . ... .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN......................O F........BARNSTAI�L',iE --------------------..................................................... Alipfiration for Biipniial Workii Tomitrnrtiun ami# Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: Lot 23 ................_.:-._.._...........................•..----•--•--................---........... ...._..-----...----••----•.....---•-----------•-•---••------..----•.._.....:.::..._..._........ Francis Ti11ftPflon-Address Mitchell 's infayt N°' ......................-.......................................................................... .................................................................................................. W Owner Hyannis Address ,.a ................ ........ ....... Installer Address 16,900 V Type of Building Size Lot............................Sq. feet �-, Dwelling—No. of Bedrooms.........................3...................Expansion Attic ( ) Garbage Grinder (nd a Other—Type of Building -----..----- No. of persons............................ Showers a � -g------------------------------------•-------- ( ) — Cafeteria ( ) d Other fixtures __ _ W Design Flow............... 5........................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---------Z_____..... Diameter..........12'Q.... Depth below inlet•_347�)_.... Total leaching area...251.......sq. ft. 2 Other Distribution box ( X) Dosing tank ( ) aPercolation Test Results Performed b ....�. Gtd..S ConS&It.ants..... Date...... Test Pit No. 1................minutes per inch Depth of Test Pit......a.1_8....... Depth to ground water.. OnF� . y tit.. ]I.,128/8 (s, Test Pit No. 2.....?........minutes per inch Depth of Test Pit.......AO__...._.. Depth to ground wat ............ .. ................................•................ •-•----••••••---•-..._.........----•••-•---...•-•--:.: ---............•• ® STEPHEN G 0 TP 1. ALLYN... Description of Soil--------..#11--EM.!.-- .s.Q;LZ..�.. l 2SO�s r 3�n-'� 1i_.G'�s - -- ----------- v £irre sand• '1'P.. 2 F...®-36"_topsoil-ad.. sRi.1,.---�6_t 12Q S i ? ;Q o-1 SON 3e��s�p � .._.flll�--S`iI1C1'------------------------------------------------------------------------------------------------------------------------------------------------- '.P� Qts—T �e U Nature of Repairs or Alterations—Answer when applicable.._...................................................................... 019At�i►� ----------------•-•-------------------------------------------------------------------------- - _ .,. . Agreement: The undersigned agr s �XtatePg tall the x redes >ribed, . vidual,r e g Disposal System in accord�ancf'wli� the provisions of iITLL � ,Pde_ a `r/ er agrees not to place the system in o eration until a Certificate ofm liance ha een issued b the board of`�health. P P Y Signed----------•-----•---•-------------------•------......------........-••-•-•--......-•-• ................................ t" �-�; Date �F�Application Approved By..... --- J'!r.-�eeeze�...ia,:�C�_ w4�------------------•-----••-•-•--•-- ---------"� Application Disapproved for the following reasons----------------•-----------------------•----------------------...--------------•-•-•-------D...a.t�-e-- ----•--.-..- .------ -•---•.........................•--•-.......----••---•-•-•-•-••-•-•-•-----•----••--•----.......•-••-------•••-•••-••-•-•-••-•--•••-•----•-------...••••-••--------•-----•••--••--•...• -•...-•-•-....... Date PermitNo......................................................... Issued..................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............:......................... OF..........................:.......................................................... TntifirFa#r of TumgrliFanre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......................................................=............................................................................................................................................ nstaller atL. ......2- --t! .+ S........._1rJ. ----- 1 -. .....................................------------------------------------------------ has been installed in accordance with the provisions of TI TLE j of The State Sanitary Co a described in the application for Disposal Works Construction Permit No------` ra_f�m..��.1....... dated_..._..... ... .... .... THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUE® AS A G ARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................ Inspector.................................................................................... N cei,)� e r*- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH l;/_Ct OF.... FEE.... . � . J ..... ..---•........................... ' ,' ...,.......... No.. . ...._ J;11y:N� � ''C Uispvii al Workii LT11mitrndilan rrmit Permission is hereby granted........................................................... to Construct ( ) or Repair ( an I dividual Sewage Dis osal System at No.......� ". ... r ----------••-• - Street . r as shown or�Qe n for Disposal Works Construction Permit N :� __.. Dated.,_ j.1�t,�3 ...... Board of Health DATE...................................................... ......•-= - FORM 1255 -HOBBS & WARREN. INC., PUBLISHERS C -D /\ LOCUS DATA cy 1 s CURRENT OWNER PRANCES TILLMAN GIBSON 9 `w �' �'. 291-011-002 PLAN REFERENCE 76/25 ,,� 24, 0 PROP-•-i .I Y DEED REFERENCE 6529/243 CAPPOLA 'I�'��1 \\ D-BOX \ AK 1 BARN BOUND OAD` 291-017-006 \ 3 0.0 \ \ 2 S,0\ 1 \ ZONING DISTRICT RB i \ PRO 1 589l03 30 — EXISTING s o \ VEN \ 1 Sol �U. POLE OVERLAY DISTRICT WP ZONE II 39.50 'DTH 2 57'.. 1� / 1000 GALLON n / � 1 v ` N. SEPTIC TANK \ 29.8 i FLOOD ZONE "C" i TO REMAIN / I 16.E 1 l /CB-DH ASSESSORS MAP 291 T.B.M. BED#2 PARCEL 011-001 RIGHT BOTTON CORNER OF BRICK STEP BED#1 LOT AREA 16,900f S.F. ELEVATION 45.00 OPEN * 'y 1 / SITE & SEWAGE BED#3 �p�� LIVING REPAIR PLAN N/F KITCHEN 12" ( � Z #337 GOLARZ DECK DINING\ OA 291-019-001 Ml TCHEL L S WAY � � .Q� I I I HYANNIS, MASS o / DATE: 12/16/09 N/F / , APPLICANT: o TILLMAN �� N/F ���jHOFi�ssq GREG TILLMAN m 291-011-001 ��'� LEVI o� DAVID ti��rn LOT 23—A 290-056 o 337 M I TCH ELLS WAY 16,900f S.F. FLA HYANNIS 2-�, MA 02601 �sT � ; SgNI AR � NOTE: 00 EXISTING D—BOX AND LEACHING PIT l 01 , SHEET 1 OF 2 TO BE PUMPED AND REMOVED IN 0 w ACCORDANCE WITH TITLE 5. N z PREPARED BY: �,�`jK°F�ass�c y = Q ED LOCUS E A S SURVEY, INC. N/F ° ���a A. y� �' MIITCHELLS WAY 141 R T. 6 A 291e6018 002 �; 40 STONE y 0 20 30 No. 28980 P. 0. B O X 1729 °�FssF0 57 J n,;A,N SIREEj SANDWICH , MA 02563 ° GRAPHIC SCALE: PH. (508) 888-3619 1 INCH = 20 FEET I l� LOCUS MAP FAX (508) 888-2496 NOT TO SCALE:�. .� SYSTEM DESIGN RAISE COVERS TO WITHIN 6" OF FINISH GRADE OBSERVATION TIE ENDS DESIGN FLOW SILL ELEV. 46.00 FINISH GRADE PORT TO GRADE AND VENT 3 BEDROOMS AT UQ. GPB/D 3.= GPD GRADE ELEV. 44.1 ELEV. 43,9 FINISH GRADE �I 1�� ELEV, 42.7 ELEV, 42.5 REQUIRED SEPTIC TANKTOP N p � ' �� - 43 \\ GROUND ELEVATION 43.0 3.5' OF COVER 4,0" OF COVER ___330 x_2 _ - _ 660 GAL. 20'®S=0.15 TOP ELEV 38.98 (�� SEPTIC TANK REQUIRED = 1L500__GAL. 4" 4". PVC SCH 40 10'®S= 0.02 EXISTING S.T. MAIN7 SCH 40 2 MIN-3 MAX INV•= 42.3 142.04 10"TEE 14"TEE INV.= M TIE ENDS SIZE OF LEACHING FACILITY REQUIRED 41.87 6�. DESIGN PERC RATE __<�____MIN./INCH 5'-7" RAT 0.74 GPD S.F. LONG TERM APPL. E_____ / 4'-6 1/" GAS BAFFLE 6" LONG D83 ; `• TEN 34" x 75" x 16" CHAMBERS f; 2 4'-1" LIQUID LEVEL D-BOX 4-4' H-20 1600 BD/ADS > SIZE OF LEACHING SYSTEM PROVIDED: INV.=38.86 �\IN"V.=38.59 p L INV.=38.69.T" REQ. _I a37.65 / _446 S.F. MIN. REQ. 31.25' 330 _ 0.74 SF GPD = BOT. 11 2 ROWS OF 5 ® 6.25'.EACH TRENCHES 85 oc 6 � USING 10 CHAMBERS WITH NO STONE AROUND DATUM : 37.6 EXISTING 1,000 GAL TANK TO REMAIN . . . 31.0 ADS - 1600 BIODIFFUSERS H-20 NO GROUNDWATER VERTICAL DATUM: BARN. CIS - MSL± CONSTRUCTION NOTES: OBSERVATION PORT 49 SF / LF X (6SF x 10) = 365.37 GP BENCH MARK USED: RT. BOTTOM CORNER OF t / SCREW CAP 493.75 x 0.74 G/SF = 365.37 GPD BRICK STEP. ELEV 45.00 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING SAND FILL 365 GPD PROV > 330 GPD REQ. = 35 GPD RES. WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE SITE 8c SEWAGE M NO (GARBAGE DISPOSAL / GRINDER ALLOWED) OBTAIN SUCHWITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT rn FROM REPAIR PLAN 3. IVEHIOCULLAR TRAFFIC. PARKING OFOVEH CLESAANDOPRIATE PLAC NGAUTHORITY, c , 3�37 MATERIALS OVER THE SEPTIC TANK IS PROHIBITED. -.--2.83'---}--- 5.66' -- 2.83'---� GENERAL NOTES: I 11.32' MITCHELL 'S WAY 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.; SIDE MEW D.T.H. #1 D.T.H. #2 > TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS DATE: 11/2/09 DATE: 11/2/09 N FOR SUBSURFACE DISPOSAL OF SEWERAGE. GROUND ELEV. 42.1 GROUND ELEV. 42.0 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE NO GROUNDWATER NO GROUNDWATER H YA N N I S, MASS ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING I CERTIFY THAT I AM CURRENTLY APPROVED BY THE ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT DATE: 12/16/09 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE EVALUATION ARE ACCURATE AND IN ACCORDANCE WITH 310 FILL FILL APPLICANT: UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY CMR 15.100 T OU H 15. 7 MUST WITHSTAND H-20 LOADING. i��. A 18" A - 16" G R E G TILLMAN 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION - -- - - - --- ---- OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EDWAR TON 'CERTIFIED SOIL EVALUATOR LOAMY SAND LOAMY SAND 337 M I TC H E LL S WAY 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE 10YR 4/3 22„ 10YR 4/3 20 OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. B B H YAN N I S 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER LOAMY SAND LOAMY SAND FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. DTH #1 � INDICATES ESTAHOLEDEEP 7.5YR 5/6 " 7.5YR 5/6 " MA 02601 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF ELEV =39.3 34 ELEV =39.0 36 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND C C LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. INDICATES COARSE SAND COARSE SAND SHEET 2 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN P-1 60 PERC TEST 2.5Y 7/6 60" 2.5Y 7/6 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE, NO MOTTLING NO G. WATER NO G. WATER PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES NO WEEPING 126" 132" E A S SURVEY, INC. 1 O BAFFLE, 4L IN SANITAHES INRY TEE DIAMETERALL BE AND CONSTIPPED WITH A RUCTED OF 4" AS PVC ELEV =31.6 ELEV =31.0 PVC ..► 75" INDICATES ADJ. GROUNDWATER 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND y�FAV�HOFM�Ssq B.O.H. 141 R T. 6 A SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE o� DAVID DAVE STANTON FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL GROUNDWATER ADJUSTMENT s SOIL EVALUATOR P. BOX 1729 BE LEVEL DEPTH TO BOTTOM OF HOLE 11.0' F H J ED. STONE 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION BACKHOE OPERATOR. SANDWICH , M A 02563 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW VARIANCE REQUESTED " 11 RODNEY FISHER AND APPROVAL. `,GfSTE, SOIL TYPE: 1 PH. (508) 888-3619 13. MAGNETIC TAPE OVER ALL COMPONENTS. TO ALLOW THE EXISTING 1,000 GALLON _ sq PERC RATE: MIN. PER INCH SEPTIC TANK TO REMAIN. N�7AR\P <2 LOADING RATE: 0_74 GAL/SF/MIN FAX (508) 888-2496 v 364 REVISIONS-. NO DATE TEST PIT DA TA DATE OF TES TI NG P ER C. TEST DA TA SEP TI C TANK DE TA IL : -,;IzE- . GAL. DIST BOX DETAIL : LEACHING .!' ' ,) C, 1L1TY DETAIL: rE5r t-gy: _ -1, 'wh DATE OF TESTING.* / i sLrPremBek T,4/v A, To CONFORM To r/rLE 5 REou1REmENrs. TO CONFORM TO TITLE 5REOUIREMENrS: 7"If-OT 6)(1_5r/Aj(5 112j85 ADL f$j rp WITNESSED BY: zl� TEST 8 Y; A4/c liv/,v w It c z NO. OF OU 7L E TS E L_ff V, L)E�f-�Th ELEV, TE F TH Ak� 6)v AL WITNESSED BY: if, 61,,�QA*D § REMOVEABLE COVER 4:7,q It-C aAR ,'A5.A;_ MA NHOL BROUGHT To C 0/6 97 r,S 7 -To 0,15 0 FINISH GRADE. IF PEASTONE-.1 --LCWAf a FILL Af/,'V. 5UH SO/1- 3 CLEAR 3 CLEAR OUTLET PIP ES 6 "IN, 2"MIN!, 6"M IN AS REOUIRED 2'/ 1 DEPTH OF TEST., .. 1 3 — 17,0 t 11 - I '( 1_7 RATE: IN. T_INLET 7"�� ourLEr TEE GAL. OUTLET TEE DEPTH INLET AND OUTLET 4' 0" MINIMUM C 0 A jQ_ 6" SEPTIC TAAV( PRECAST OR BL" s,f 7-0 C o44 RS C A*_ TEES TO SE CAST L IOUID DEPTH 14"AT L IOUID DEPTH OF 4 • X7/i vla 19" SEEPAGE PIT DEPTH OF TEST: IRON, SCHEO. 40 24 6' CONSTRUCTION /0 P VC. OR CAST IN I 5011- 29" 7 PLACE CONCRETE TE 11 1 MIN -5S 34 RATE: 4.,14 7 CONCRETE 8 BOTTOM ON LEVEL SrA8LEBASE CO v ER r/GH rJ ('(WA T, NsrRucrloN IAIL E T TEE PROVIDED WHERE SLOPE *--FouNvArlo1v 14 I r 1. u----------- IN A PUMPED SYSTEM. 20 MIN 6o r Tom OF TANK ON LEVEL STABLE BASE H-10 LOADING UNLESS UNDER A TANK TO 8EA8LE TO WITHSTAND OF INL E T PIPE EXCEEDS 0.08 Y, OR WA_rrRv IP4 *WASAIED STONE W- PAVEMENT r OR IN DRIVE.H-20 7=7 C' r R/7- L OA 9 ING UNDER PA VEMEN T OR DRIVE. 14 ' ,607')'oAf Oor Apl—, IN N VER T EL E 11A TI ONS.- NOTES : PLAN VIEW : I THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE SCALE : / "z 20 " DISPOSAL FACILITY ONLY. /AIV AT BUILDING !?_46j 47 - �A Of 2. A L L CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO IN V AT SEP TIC 7-4 Nff(IN) fw tr R A NK MASS. D.E.0.E. r/TL E 5 A N D THE BOARD OF 1NVAT_'Zc`PT1C` TANK0UV WKTINC, N.1 HEALTH REGULATIONS. ,3, 7-OWN WAI- 9-R IS A'VA )L- Ai$i_ E TO 7AiI5 i- O,'r IN V AT DIS T BOXON) 9 4 --INV. ATDISTBOX(OUT) o' 1��- 'r AT LEACHING FACILITY- BOSTON, MASS. WORCESTER, MASS. AT BOTTOM OFPIT, HALIFAX, MASS. NORWELL, MASS. BEDFORD, MASS. LEXINGTON, MASS. HYANNIS, MASS. MANSFIELD, MASS. CRANSTON, R.I. DERRY, N.H. Al 99 0 La 7 2 3 s o4 DESIGN DATA 'IGN FLOC 6 4�7/V(�: ?-4 AA k.,K CL 1 25 QUIRED SEPTIC TANK: GAS TANK PROVIDED GAL, CAPECODSURVE -11RED SIZE L EA CH ING FA C I L I T Y: CONSULTAIN- Zil Z01VE R B 76 ENTERPRISE ROAD HYANNIS, MASS. 02601 (617) 775 -7155 775-7815 5 E_ T46A CK.5 0 j ;i41 DIVISION OF 4010 BOSTON SURVEY CONSULTANTS INC. /0 t" E OF LEACHING FACILITY PROVIDED: ENGINEERING • SURVEYING • Z' LA ------ PLANNING „A '41 PE OF SYSTEM: TITLE: .,Vic 1004: c r T 2/ U SEWAGE DISPOSAL SYSTEM 4 7LL A,�Li DESIGN 0&j A f-1 A2 1 4. 98--r. 0C_,Q re-4-i CAJ -r#**,C C_v AF<.)L)A.) ;rfj6 A�/Z: (4, 7. ri 4 7,-04 v,.- Y < -4 7. 5-1 z" 'CUS 'D' AN: N L U PLAN vz N diM. FOR: FRANK 'A7Z4 ON/ 2 L; 4L _4 T ;,4 C L \ L qX tA 7' SCALE: AS SHOWN METERS FEET 0 u DATE: OC-7: le. j 19,-RY 7 r COMP./DESIGN: /A .5 '5, L.4 A4 0'e CHECK: RPM C dA rUM: DRAWN: 7t FIELD: FILE NO: DWG. NO: 7e-13 JOB NO: 03 1085 -0/' F, DIST Box C s E3 !E; C: SHEET: I OF: .....