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HomeMy WebLinkAbout0015 KERRY DRIVE - Health 15 Keay rive 'Marstons Mills A = 043 040 r LL� TOWN OF BARNSTABLE `' L&ATIUN .J ✓ /�V�'�— SEWAGE#�-51 VILLAGE b S ASSESSOR'S P&PARCEN W . INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY .S 7-- LEACHING FACILITY:(type) C_ (size) ♦� 1C�� e NO. OF BEDROOMS 73 OWNER I L PERMIT DATE: .nIO 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 bdi 3 a oil t3 3P 14� 6 311 q0 �Do2� No. ✓� mo r s _ Fee THE C 6MMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplication for 3N.5ponf Abp,5tem Cow5truction Vprmtt Application for a Permit to Construct( ) Repair( ) Upgrade(/'Abandon( ) ❑ Complete System 3dividual Components Location Address or Lot No. ✓,'KerrY r l v-r_, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel L1 _ `\O Installer's am ,Address,and Tel.No. Designer's Name,Address and Tel.No. � S CC, ,- ► #4-/ 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) 2 3 o gpd Design flow provided 3 gpd Plan Date N O�J aq 7-0&_49 Number of sheets Revision Date Title -A C--Mr,A)SM PJ Size of Septic Tank 1 of.)o 15, Apt-, Type of S.A.S. t-+e• 51����T�� �� Description of Soil pwo'g—, -e—S;AV,0 C, Nature of Repairs or Alterations(Answer when applicable) f p i4tis 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 a of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued } ,..M,,,,,s.-.rea.y,�•+q. „.:, ,.d' ' "�'�'„ •.,r ,• es: ,.ti ...'g.'^a'�"'".' .'�.n=^s. ,,,a,,,;Y ^.w..`..r- t.�-.rv. '1 � r �7 No. s✓ Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Di5poal *pgtem Construction permit Application for a Permit to Construct O Repair O Upgrade(0 Abandon O ❑ Complete System dividual Components Location Address or Lot No. 1,,5'1<cr r y rl v-< , Owner's Name,Address,and Tel.No. `4-e d-moo.w SoN Assessors Map/Parcel L'3^ l.1 b Installer's a e,Address,and Tel.No. Designer's Name,Address and Tel.No. e"D D. �c ISSN t VAO, o, ► �� 1�2 VL-, YaL ` Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) r Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 d gpd Design flow provided 73 3 D gpd ^' Plan Date / `l �V �L�L Number of sheets Revision Date E Title 1 CtMC NS-DN Size of Septic Tank 1 000 5, A )t ' Type of S.A.S. Description of Soil S'�+^-� lM.c tQ vim- S A w Nature of Repairs or Alterations(Answer when applicable) P i►��'S f � Date last inspected-1 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 C��_ dof to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.Signed'"\ t `�� l�r n ,.,.,..,.. Date �7,,� Application Approved bye/f' � r- YfI, r ,r �1r[ /. 1 IO Date / Application Disapproved by: is (% � 1 Date r j for the following reasons Y Permit No. y .J Date.Issued - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS i Certificate of Compliance f � THIS IS TO CERTIFY/,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (V ) Abandoned( )b P�D�F'��s G 7 c_ r at I S Kerry . �\ 1 V,` S hasbeen coustructedLiL g cc rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. � dated Installer , �t Designer #bedrooms ;Z Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will-functionla�s d'Ri}gned. _ Date / {�/ �' Inspector - ------------------------------------------------------ No. > �'' Fee v ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS t� 7 Di$pont i§pgtem Con$truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (✓Abandon ( ) System located at r 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 bicompleted within three years of the date of this per-mitt. r A roved b Date Pp Y r Town of Barnstable .°�j"E Regulatory Services Thomas F. Geiler,Director t Bnxxsrea�, • 9�A i �0� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: I ��1 p I\ Oo Designer: Shay Environmental Services, Inc. Installer: �� Address: P.O. Box 627 Address: ' � � East Falmouth, MA 02536Cy �T On \� 5 was issued a permit to install a (d e) (installer) b septic system at ` r�l i based on a design drawn by (a ress) ii 1 Shay Environmental Services, Inc. dated i 1 D C.. (designer) 4- I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. ,IT OF MAssq moo= CARMEN s (Insta er's Signature) o E. SHAY No. 1181 P a �013TIE SANI R\P\, esig is Signature) (Affix Desi p Here) PLEASE RETURN TO BA STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE JSSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form I 014 TO HvlZ CO C kT ION f� S E W A G E PE RMIT NO. q q- 7 VILLAG(�E m A6S`loins bVL `� S INSTALLER'S NAME i ADDRESS �• T. �C �SGd �� -t- �io� e U I L D E R OR OWNER Tr^C, 6 kl G Kedll Oo DATE PERMIT ISSUED DATE COMPOANCE ISSUED � Zs Z> 33 6 ,6� Y_7� ' .. No..- ......... Fps..... ..... ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OF........ �.. .. ? .fc............................ ' Appliratiun for 13iupuuFal Works Toustrurtiun Permit `Application is hereby made for a Permit to Construct X) or Repair ( ) an Individual Sewage Disposal System at: . ......••-•.......`.................... ................................ _ .... ............:.. ................................... Location-ddress or Lot No. CCIF ... ---- - ---- ...... . ................. O ner ��/ LGI A re a . .:....... ...... ............. ....... -1:1_f -�[ 1 ..... h.V�1.5. .._.. Installer Address cc�� Type of Building Size Lot. 4_i Sl .....Sq. feet Dwelling—No. of Bedrooms..._)_!¢kC.t-C......................Expansion Attic ( ) Garbage Grinder ( ) p`4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures .................................. d ----•-------------------------------------------------------- W Design Flow...............55..._........_.........gallons per person per day. Total daily flow..........�3.0......................gallons. WSeptic Tank—Liquid capacity.�KP...gallons LengthT.. .`..... Width4...11.0./...- Diameter.-----_---.---- Depth.5...&.... x Disposal Trench—No..................... Width.................... Total Length..........ir...--. Total leaching area....................sq. ft. Seepage Pit No........I------------ Diameter....l.D-.......... Depth below inlet.....�o........... Total leaching area.-bl?......sq. ft. Z Other Distribution box (X) Dosing tank ( ) aPercolation Test Results Performed ..........•......... Date......5/4A.............. ,.-I Test Pit No. 1....<.2n...minutes per inch Depth of Test Pit.....J.V...... Depth to ground water._N®.��...... G� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-..----.-.-----.--.-.-. •--•--------------------------------------------------------------•--- --------- ........••-••-•------------- ... ------ 0 Description of Soil....Q' ��.....IDAT!N--S`' a i 1 � t �'^ 9 Z' - = 1 V U ^�-X-•---•--•---•----•--•--•------•---------•--•----•-•----•-•-•-------•-•---••-------------------•-------------------•-----------------•------- W ------••-----------------------•---•--------------•------•----------•---•-------•----•-•-•--------•-•--•------•------------•-----------------------•••-•---•----•-----------------------._...----•-•---- UNature 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 iITI.% 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 board of health. / Date ApplicationApproved By-------�'-- - --------------- ---••••••-••-----------•--•....--------------------•-------- Date Application Disapproved f or h ollowing reasons:-------•------------------------•-•---------•--••-----•------------------------••------------•-•-----•......---- --••-----•-•---------•--•--------------------------•-•-------...-•--••-----•----•-------•--•--......-----.---------------------------•-------•-------------•----••------------------------------•---..... Date PermitNo..................................................._.... Issued....................................................... Date ��u No................r��d. Fss... .. ��:.........._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . :AJ.l1- ..............OF....... 11..\�...a---`...%.�.�s� Appliration for Disposal Works Tonstrnr#iun rami# "Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal `System at: i 1 Location- ddress �- or Lot No. .; ,. ........_�. ..._ -.�_ . ..1`r1. r.34 ..... .. .....................� A...I .. .................. Owner WdrSss t.~ .._..0�.�.� . ....... :_ +. ..........(=. ...... 1 - :. .�.1-- Installer Address Type of Building Size Lot2-.�k.tM5__-___•Sq. feet Dwelling—No. of Bedrooms.-71-1. . _ .......................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Building ............... No. of persons............................ Showers YP g --------------------------------••---------P--- ( ) — Cafeteria ( ) dOther fixtures -----------------• --•---••-•-•----...--------•-•---••--•-•--_-•-•- W Design Flow..............5_ .......................gallons per person per day. Total daily flow.........WS. .......................gallons. WSeptic Tank—Liquid capacityl a �o....gallons Length ..6".... Width:l'..1_Q"... Diameter................ Depth '__8...... Disposal Trench—No..................... Width.........._......... Total Length.................... Total leaching area....................sq. ft. t Seepage Pit No.......p............. Diameter...1'0_f.......... Depth below inlet....tea.!........... Total leaching areaZ%�_ ........sq. ft. Z Other Dosing a Percolation Distribution Results ) Performed b ._e 1A�nlc_( ..................... Date..-. /4_...S_• .............. Test Pit No. 1...:<--2,-.___minutes per inch Depth o Test Pit..... .r........ Depth to ground water�©A^ &...___. f%4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R4 ---•---------------------------------------------------------------------------------------•-•--•.......................................................... 0 Description of Soil-- -: �'' " � .._ ` >+ .'U k' t..... ---•-------•-----------•-------------------•---......•--••••-•--- W U 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 TITA 1L 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 board of health. /neck___ :1 ,._. -� _ Z�€ Application Approved By.............................. . Da e ------•---•--------------------•-............--------------- ......•......... Date Application Disapproved f o th ollowing reasons:-----••-------•--•------------------------------------••------•----------------------•-----•••-•--...-•-------- -------------•-•--•-.......................---•-•-----•---••-----•••.......•--••---•............•--------------------------------•---------------------------------------•---------- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS _r BOARD OF HEALTH }. .W ................OF.......... .. ..� .A: �. �..-...................... Grtif irat e of T.uutplittnre THsIS IS TO CERTIFY, That the Individual Sewage isposal Sy tem constructed4 (< or Repaired ) .-------•• s r.. t ... .j _ .?1. �!S....----; ...... ,cam Installer t has been installed in accordance with the rovisions of T, L� "5/ )_14TState Sanitary Code as described in the P Id Y application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ` Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS ,/ _ BOARD OF HEALTH No......................... FEE........................ Disposal I Tnnotr io rrutit f` Permission is hereby granted�.1_._,p r ......... ._........��--- to Construct ( or�Repair ( ) an Individual Sewage isposal System n i at No. - �`. :f.. �� ._e. � T l• . -•----...t 6 .. ---------------•--.........--•-- Street as shown/Ii on for Disposal Works Construction Permitw. lo .... ............ Dated.._..___...._......._..........._.._...... •-------•------•-- ...._---- ------------•----------------------------•-------------..._..........DATE- ----- ----•••-•---••-•••••.............•-..........._..... Board of Health FORM 12LKIN, INC., BOSTON Massachusetts Water Resources Commission/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION Address, L, City/Town Y)N n. G.S.Quadrangle Map Grid Location 4 - Owner 7 .+r -t< �c pnA ) Addressl�i �.� •<'a1 t�'1t�t1(tr1 ��._.n �v� �jq �L` . WELL USE CONSOLIDATED WELL Domestic® Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) 15^ r Cable ❑ 2) From To Other 3) From To 4) From To CASING Depth to Bedrock Length - Diameter Type 'iy e�C- UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface Sand: fine❑ medium❑ coarse® Date measured G• — tf - �s c� Gravel: fine❑ medium❑ coarse❑ Screen: GRAVEL PACK WELL Slot#/© ; length . from to:+-L Yes El No Q Split Screen (or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to Chemical, Biological ❑ Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To r I ' 4z f-i c Air m DRILLER ti Firm ,CLIFFORD WELL DRILLING cb Address 5 Blue Rock Road city south Yarmouth. Mace 026Ad Registration No. t t Operator s Signature Please print firm y 1OM-8/81-164843 Log Number: 3756 Bottle # C088 Date: 6/14/84 Of BA R.y r 4 s. BARNSTABLE COUNTY HEALTH DEPARTMENT a SUPERIOR COURT HOUSE v BARNSTABLE, MASSACHUSETTS 02630 ° AjAS$ DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 EXT. 331 Client: Jack McKeon Collector: Fred Clifford Mailing Address: 14b breatMarsh Affiliation: Clifford Well Drilling ` Centerville, MA 02632 Time & Date of Collection: 6/1.2/84, 9:00 a.m. Telephone: Type of Supply: well water Sample Location: Lot 24 Burnham Rd. Well Depth: 561 Marstons Mills Date of Analysis: 6/12/84 Parameter Sample Result Recommended Limits Total Coliform'Bacteria/100 ml 0 0 PH 5.3 Conductivity (micromhos/cm) 104.0 500.0 Iron (PPm) 0.35 0:3 Nitrate-Nitrogen (ppm) 0_aQ, 10.0 11 . Sodium (PPm) , 20. Water sample meets the recommended limits of all above tested parameters. Water sample has higher than average levels of nitrate. Future monitoring is recommended, (2-3 times per year) . ' The low pH of the water may shorten the useful life of the house's plumbing. xx Water sample may present aesthetic problems due to . high iron Water sample has high levels of sodium. Persons on low sodium diets should consult their .doctor. Water sample is not recommended for human consumption due to Retesting is suggested. REMARKS: Iron is not a health hazard..- CC: Barnstable Board of Health �✓ cc: Clifford Well Drilling f� • Lab Director �11/7/83 t^ r, '1 7.4 rn Z Y •-� R'r.Li 1 , \l y - P� ':�.�?� r .a' W , ob � 1 vim „ r 1 c -4.0 IKSCL ° ?3XL c y C /� �� � p � / E. c •7k1A .� , y N �I iV cl 371 t � z: IV NLl tom` • � � � � � y k 1-'"Q� 3 /°`>+. � /v�,o ~,�. o LLB� Y y 14 C r K J C r► I � 4 � �A Dy. jvl v�sr :� �d Iry j off ANo109 pOD YL4 1 5 �0 ,u tip. 70,,,; t , LEGEND EXISTING 'SPOT ELEVATION O;cO x, M�ERTiFI `,PLOT PLAiV k,{ II EXISTING CONTOUR — p2� Meay, TD1e/�ts►/�; '_;� ; FINISHED SPOT ELEVATION , RQBFRYr . ` 1J�,57"p/'�S "// , FINISHED -CONTOUR 0. aoucF if a .ELDRED APPROVED BOARD OF` HEALTH ` .DATE' AGENT SCALE.� .= t?:.. .'DATIC�„5 ;: , . Xa� LDREME ENGINEERING. CQ l CLIENT CER I_ ..... .I ., TIFY THAT. THE REGISTER REGISTERED 8�-�,Y BUILDING =>�1HOWN ON THIS P JOB N0. 3' CIVIL LAND OR CONRORM8 .'`TO THE :ZONINBt LAWS .®Y, , ENGINEER SURVEYOR O;F BARNS'TASL"E, MAS 7.12-` MAIN STREET CH—By; 'H Y A N N 1 S, M A S,S ` 3MEET1_'OF ;2. TE REO. LAND ;.SURV,EYOR c a t NOTE /F E/TNER THE SEPT/C TANK OR 20 F7: ARE MORE TNAN /2"BlsLDii/ ,�• JO P7• 24i'O/AME7-.ER CONCR07�= COPECK SHALL jilt ,90006,Y7 To GRAOaF.�AN EXTRA CONCR F .0"PYC. O/PLR JYEAYy CAST/RON Co{i�R SHALL BE USED M/N. P/TCN i ._L coYEIfS 'PF.QFT !F/N OR/VEJ�VA Y i 2% MiN. CCO VER *MADE CLEAN SANS A ` r - BACICF/L1. UQt//O LEYEL �- " 2'LAYER OF ya, of Ab'b> MIN:/�/TG/J' pIST. . . o . • • • a • n yyAStd£-D S7t?NE �. SEPT'/C. TAIVEC BOX s i i ® • . . •• .•p " Nam- �4.2r' _ ��V� v�u�' ' P , r • •EFFECT/�G� � � • •• 3 ~— � �2~ f10 gQ�' DEPTi/ p . JVASNl 40 STDNE oy PRECAST s.-,sp ar 9D 6A t l�p�tY ` o. • • • • r • • • ' a o P/7 OR V/V. /NV4wR'r' ELENAT/4/1/s /�irGAP�4C/T?� cL, 8s �a 4:0 6 FT. D1AM. /NVERT AT 4t!/L.D1NC, FT. SEE 72kiWJ-4TlON • !Z FT. O/fl W. C C //YLEF SEPT/C Ti4NK ! 3,g FT OUTLET SEPT/C:7ANK /U b. r GROuNO"NfflTEir TAALE //VLET D/STR/B6lPi0A/ BOX /D 3.2 SECT/ON O F 0V7ZArTD/57)?/9trrioN BQX .1 2,5 SEwA1G� L�I.S/vaTI�O L /D3O JOL.�1TlDIY LE4Cf1/NG O TYST o1MEws /wt.E'r LEAL'NJA/G P/T _ FT � 'TA _ D,ESl6X CRITERIA w Nl/ly1dER OF BEpR04/yS �_ - D/irfENS/0/+! C�._FT �'"�.! G�.ReAG,weS�osAL uivlr No�� x $ SOIL LOG SO/L TEST TOTAL ESTIMAr'Eli /=LOi�/ 3 fJ GAL�O.a�' cS01 L TEST A�/. S01L TlCST#2 / . i N[IMBER QF lB�ACNINT+ P/7� / ELG�Y. ELEY, SATE OF SOIL TEST ,r S/ _ GF''LG'ACHING PER P/T . S� �T. RESL/LTS N/J rVZSSSED By 136 BOTTOM LF,�IG'N/NG PER P/T A >'` L r�A-M AWNCOLAWON MATE j'/ LDS 'MUAil/NCH } 2-47 TOTAL' LEAGtl1NG AREA SQ, f T. - Sv/3 s°i L l.`RCoIAT/ON RATF�E2 MI N.f INeR RFSERYEGEACNlN6 AREA' 9 SQ FT. _ �` 7! 3 cG"4 /a- ' C aF�, 407 , F ZN -gss /NC— ;'.. RasERz qy � sr+.,rr� BExl1cE L R it ELDREDG .. v.. MORSE �" l ML10951 O � ��:oREDGiLs,E�iw.�l� Cc�lNc: a g., �. 7I2 MAIN ,S� !-IYANN/9 MASS. ! T� ors, tea: 96fI NOGI�OUND;rt1i!4T�`R l�NC©lJNT1�R0 CL/ENr: jv/cKEd`/�/ Ro uiv 8¢a SNIT- LEY 2p v Joe n !i v tchboarde` IMh►pn" z-ta' DIAM. ACCESS MANHOLES ,'•y•,'• `',.._•:J.L±1C.�.t'^vt!�r��:�..��.r. �•-�'�•f; �- EP';�Er''�s�j�� � •�'� �r - '6 VENT PIPE (O Least 24 Inches Schedule 40 PVC w/Charcoal Odor Filter 10' min. from 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A INLET J - ` ou Existing Foundation [house to septic tank ,PROFILE YIEiY OF ADDITION TO LEACHING SYSTEM _ Septic tank town must be D-BOX cover must M ! 1 L '- isaarnsits.bl� „�.f` TOP OF FOUNDATION ELEV. 100.00 (Assumed) wlthtn a In. of finished grade +� v � :'�-� ?' ' within a In. of Anlshed grads THE ACCESS COVERS FOR THE SEPTIC TANK, -' - Grade over Septic Tank - 99.00 /-Grade over D-Box- 100.00 over SAS- 100.00 3" of 1/8" - 1/2' Washed Patton DISTRIBUTION BOX AND LEACHING COMPONENT x - •� ~'r / 3/4" to 1 1/2 Washed Crushed Stone ,�r� -w;;.-. Ih T^;*e r -ti • SET DEEPER THAN a INCHES BELOW FINISHED FINISHED GA RAISED To WITHIN e• of S 0 02 C PVC(CAPPED)INSPECTION PORT TO BE STEEL REINFORCED PRECAST CONCRETE 3 HOLE H-10 INSTALLED AND TO BE WTHMI s'OF Olt E L 12 EXIST. s�O.Ot or ST. BOX 3' Maximum Cover ep PLAN VIEW INSTALL TUF-TITS GAS BAFFLES OR EQUALSIL T OF S em-Qw. 9e.4S Creator EXIST. PIPE 1,000 GAL. �. S- 0.01'per foot A D"ENeetive agth 3-2e REMOVABLECOVERS 4" 646Mw?oeor-cvo,P�soeeN4vteo_.ne/b.-eoT.�". FROM EXIST. FOUNDATION rn SEPTIC TANK a 0 �O 00 S• I10% a, CONCRETE Fix% FouNOAn II 11 H-t0 �i ate, 0.83' (10 inches) 5 units ! 6.25' 31.25' 4• °.;. °' N o s' 3' INLET a mIn 3-mY clearance to a„tt.t :; ,�• INLET�' ' GENERAL NOTES a In.of 3/4•-, 1/2• > ,n 31.25 _-1 r mti. OUTLET 1. Contractor is responsible for Digsafe notification SYSTEM PROFILE o 01 37,25' t ,o•mIn LriwiaT"'ei P g pipes. compacted .tone y „ 6 and protection of all underground utilities and i es. Not to Scale - a B 1 3.5' I 3.5' Effective Length 5• -r ., ,�5' _r 2. The septic tank a l distri Lion box shall be set > c I� II , £ level on 6 of ' 44 -1 1p2 stone. c i`3, SOIL ABSORPTION SYSTEM (SAS) t. 4'-0• min. 3. Backfill should be clean sand or gravel with no e In.of 3/4'-1 1/2" p 10 u 7, „ compacted .tone < Effective Width INFILTATRDR HIGH CAPACITY CH-20 LOADING)/ GEORGE D'BRIEN �, T °ie'"' '.• LlQuid depth stones over 3" in size. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE �'� ~ ;; 4. This system is subject to inspection during installation 03 (OR EQUIVALENT) Not to Scale �+ by Carmen E. Shay - Environmental Services, Inc. • �,j Bottom of Test Hole 2 Elsv.-59.33 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" 4' -10' " 5. The contractor shall install this system in accordance e'-o• • with Title V of the Massachusetts state code, the approved plan cka�ne.ae.:ob-arr.d - NONE OBSERVED CROSS SECTION END-SECTION and Local Regulations. 6. If, during installation the contractor encounters any TYPICAL 1000 GALLJN SEPTIC TANK sail conditions or site conditions that are different from those shown on the soil log or in our design NOT TO SCALt installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. I ^ T T 7. No vehicle or heavy machinery shall drive over the P E R C 0 LA I I I septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test DUNE 27, 200 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. A.H. OJALA, P . , C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter Results Witnessed By. DA ON ( BARNSTABLE B.O.H.) Schedule 40 NSF PVC pipes with water tight joints. EXCAVATOR: UNKNOWN i Percolation Rate: Less Than 2 MPI ® 36" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Properties. PRIVATE WELLS ARE ALSO PRESENT AS SHOWN Test Hole No. 1 ; i % DEPTH SOILS ELEV. NOTE@ 78.50 I O SANDY LOAM COMPILED THE PROPERTY LINES ARE APPROXIMATE AND N COMPILED FROM THE PLAN BY DOWN CAPE ENGINEERING, ENTITLED i 10 YR 3/1 " TITLE 5 SITE PLAN OF 15 KERRY DRIVE, M.MILLS., MA" R c 2002 169.67' %/ 0'-6• FA 99.50 AND ISDATED NOTINTUNE ENDED 'TO BE A SURVEY PLOT PLAN sFI IT SHOULD BE USED FOR NO PURPOSE OTHER THAN L - 37,50" PVC = a5 Y a/s THE SEPTIC SYSTEM INSTALLATION. VENT Fail d �i 6 36' Be97.00 _ �i 'f Le pc Pit Medium NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE U �O a5 Y e/4 FROM THE EXISTING LEACH PIT TO BE DISPOSED 36•- 128 C, 89.3 OF AS PER BOARD OF HEALTH SPECIFICATIONS. • _ ��`` $+• EXISTING LEACH PIT TO BE PUMPED DRY & ; --- FILLED IN PLACE - ',? a •T'� _ ASSESSORS MAP -43 PARCEL - 40 _ if -�` , ZONING - RESIDENTIAL fi. • .v; _ _ _ ':, `• , • FLOOD ZONE C -�-� ''' a:•• Derthto Pe rc: 36" to 54 •. D-Bo Perc Rate= 2 MPI Groundwater Not Observed NO WETLANDS ARE LOCATED WITHIN A 200' RADIUS 100--___ _ No Observed ESHWT _ TEST HOLE #1 ADJUSTED H2O Elev. = None OF THE PROPERTY ELEV.- 100.00 Q \ • ALL OUTLET PIPES FROM THE ` LEGEND PROJECT BENCH MARK EXIST. °� SETDIS UVvnoF Box SHALL BE TOP OF FOUNDATION 1000 a I. �� co SET Lk•VEL FOR AT LEAST z Fr. 12• �����+ g CID - ELEV. = 100.00 (Assumed) Septic Tank DECK - , •• s r OUTLET v •. •�.+, 2 1N0p`0tJ5 ' BX0 DENOTES PROPOSED oun�r SPOT GRADE - 12• INLET X 104.46 too DENOTES EXISTING SPOT GRADE EXISTING ,.Ta i° z BEDROOM PLAN SECTION CROSS-SECTION PL = PROPERTY LINE PROPERTY ON TOWN WATER xousE 3 HOLE DISTRIBUTION BOX H-10 LOADING 971-- PROPOSED CONTOUR = 11�f 5 NOT TO SCALE 97- - - - - -97 EXISTING CONTOUR -98 Design Calculations ® DEEP TEST HOLE & _ PERCOLATION TEST LOCATION Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Doy Min. per Title V) FENCE 1 of Garbage Grinder: No Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) 98----- --------- -- i O`J Septic Tank : - 2 x 330 Gal./Day - 660 USE EXIST.1,000 GAL. Septic Tank. PRIVATE DRINKING WATER WELL p ,�h� SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch ------ 1 NI Bottom Area: 0.74_gal/sq. ft. x 370 sq. ft. 273.8 gallons REVISIONS Sidewall Area: 0.74.gal./sq."ft. x 78 sq. ft. = 58 gallons 1 - - Providing: 331.80 gallons 1 NO, DATE: DEFINITION LOT #24 1 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, 1 TO BE USED WITH 3.5' -OF WASHED STONE ON THE SIDES, AND 3' OF WASHED STONE -_ z4,389 Square Feet +� I GRAVEL 1 - LU � jl pRIVE%NAY ; 3 ON THE ENDS. NO STONE UNDER. % Private 0 -- 1 %Well Private --------L _ 125.00' i %% ell ;o R = 1042.48' PREPARED FOR : PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF ---- - ROBERT HERMANSON ------------------------------ 15 K ER RY DRIVE KE ?R Y I�R MARSTONS MILLS, MA (40 FOOT RIGHT of WAY) 15 K E R RY DRIVE MARSTON S MILLS, MA PREPARED BY: S CARMAN E. SHAY Private ey Well o ENVIRONME'NTAL SERVICES, INC. 0 20 40 50 - U . j �N . 1 a P.O. BOX 627 j 1 46- TE�� EAST FALMOUTH, MA 02536 Sq ITAR\P- SCALE: 1 "=20' TEL/FAX : 508-539-7966 SCALE: 1 "=20' DRAWN BY: CES ATE: NOVEMBER 29, 2006 PROJECT#SD-994 FILENAME: SD994PP.DWG SHEET 1 OF 1 i i I