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HomeMy WebLinkAbout0025 EVANS STREET - Health 25 Evans Street Osterville y A= 141 - 087 r. ° q;o a v . 0 o v o ° ° . . ° 0 ° 4 . S o a o 9 a i1 V No. «ti ,Fee 00 Entered in c,m uteri ✓/ - THE COMMONWEALTH OF MASSACHUSETTS, p Ye . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for Xigpogal *pgtem Comaruction Verna Application for a Permit to Construct( ) Repair(1()' Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Z S r VA n 5 59'/"teli" Owner's Name,Address,and Tel.No. 7V-1%1J% b 5 i!y 2 J i 1 l �'►i`le- f.uc/dw,o i--- Assessor's MapiParcel I L/! / T-7 a s Installer's Name,Address,and Tel.No. CA eW;de 641-fr f i Designer's Name,Address and Tel.No. 6-"f,h�ee�r1,` wOOELe qj - gJzb r — ��r/e .ti,.a Ll-77 3i2 v-sr,) l Type of Building: Dwelling No.of Bedrooms Lot Size '�2� Sa`�+ sq.ft. Garbage Grinder ( ) Other Type of Building s;gj e gCgat-r tij No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) *J J Z9 gpd Design flow provided "9.q-7 gpd Plan Date '1-2S- Zoat Number of sheets Revision Date "7 — 2 • O�� Title 2S 621&"s Size of Septic Tank L 3 Oq lS'�O ��ZIP� V Type of S.A.S._�janC/,�S y /?�u+S o ►c _ ' /� �%� G� Description of Soil 1M17 G q 7-fri 2� Nature of Repairs or Alterations(Answer when applicable) NeW /,SOFA .Jaa h L k co-m6o a a� -� � o,f- Y /�Get 1%v— so rS q4 P l she Date last inspected: :P(2� 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 iri operation until a Certificate of Compliance has been issued by this Board Health. Signed Date 9 2-S� L�o�g Application Approved by4Z(jqL Date 7 Application Disapproved by: Date for the following reasons Permit No. Z dry —31 L Date Issued 77 — Z 6— 06 '�-*'�,<�i�j'.'p... � " �^-'.:+,...,,.fs,,.^`+vaib:.r•.-.we�*v�—<w7.•'"y;..r-Y r. ...,;_.�.,�,.a;+.R.4awa-..-.r:t--+i...�+,^.-:rw�,.•.----�`+-� , ...o» «-"<.s-t. ::� r �,-•--r•. No15 �� Fee OD f ,4 k THE COMMONWEALTH OF MASSACHUSETTS Enteredu emputer} �� s /. PUBLIC--HEALTH DIVISION - TOWN OF BARNSTABLE;°MASSACHUSETTS„ :Ye 2pplication for Oi!6po$al *pgtem Cott..5trUction Permit Application for a Permit to Construct( ) Repair K) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.2 57 4F✓A n 5 S rrt t i Owner's Name,Address,and Tel.No. O'097�1 t';'q"+"7 S 0-3 a 2 J t►e M i Ke cod eil a t•e- Assessor's Map/Parcel �6 Installer's Name,Address,and Tel.No. C4 e�%r� �✓r�r✓�/•�r� Designer's Name,Address and Tel.No.E"r jo h '77 ;3t? lo;•s����l� Type of Building: Dwelling No.of Bedrooms Lot Size Zi sq.ft. Garbage Grinder ( ) Other Type of Building S,.,,It atei tj No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ``✓ti 7 gpd Plan :Date �..Z�' Zov� Number of sheets Zr Revision Date -7 - 7-6 Title Z S Size of Septic Tank 6 S Oo 1S iQo ' f!je _Type of S.A.S. .7 ,;iwe/FJs — y /Zow,. o Description of Soil _ r" - (7� t�7 {p 48 Natu"re of Repairs or Alterations(Answer when applicable) New /sOO fOrri (0 All, iy c �0-- 0 04 i 0 lZw� a o t Y � � ' t� rev 13/U- ' �C' � v / / 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 Compliance has been issued by this Board.of Heealtth. Signed ' Date - ,�© Application Approved by Date 7 2-00F, Application Disapproved by: Date for the following reasons Permit No. b Date:Issued -7 - Z (5 ` 03 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (per) Upgraded ( ) Abandoned( )by A�Rujl rke ✓,14t(,0/1,SR S LV at � �VIq✓1} § /Ct'r 1 R Ni�� C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 00,6` S ( ? dated -7— Installer C j1.& L ji el� Pt,S C S Q. Designer J rt J)L'@+c G kl t .)A(- s #bedrooms Approvee,i-design flow gpd The issuance of this permit s7a11 not a onstrued as a guarantee that the system will fu ctio asldAgned. Date Inspector A -.--- No. Z °o Q 5' 3 1Z Fee 100 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS li.gpool *patent Cow5trUction Permit Permission is hereby granted to Construct ( ) Repair O Upgrade ( ) Abandon ( ) System located at 9'uA445 ST/•ee - 051 Ct2 u 1 l l C and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pe eft. Date 7 — 2 ` Gam,..o�5 Approved by .•, d_. Town of Barnstable Regulatory Services Thomas F. Ceiler,Director g : Public Health Division + ► Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: � Sewage Permit# Zia 12- Assessor's Map/Parcel Installer&Designer Certification Form r NI CJ-5n e4 F. Designer: — ) 14,-e o- „ l,�}�,r k S Installer: C� w i ca Q t2�u Address:. 12 in1 . Cra S S'J:`4"!e Address: (s► On Was issued a permit to install a (date) (installer) septic system at 2Y SV,6�nU S. S�;v�Ike based on a design drawn by `^ (address) 15. dated '7 '�S 10 e (designer) OC 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 re f any component of the septic system) but in accordance with State&Lo Cal o revision or cerfied.as-built by designer to follow. Stripout(if reql d the soils were found satisfactory. y� o PETER T. McENTEE CIVIL No. 35109 ler's -nature) •�, 6NS511 �FS3IONAL E � (Designer's Signature) (Affix Designer's Stamp Here) PLEASY.RETURN TO BARNS.TABLE PUBLIC HEALTH.DIVI ION. U&TIFICATE OF :COMPLIANCE wIL NOT BE LSSUED UNTIL BOTH S` FORM AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANKAYOU. gAoffice formAdesignemer ification form.doc L Town of Barnstable P# q 7 — Department of Regulatory Services n oF,ME A Public Health Division Date D 200 M 'n Street,Hyannis MA 02601 V a►xxsrAeLE, � 0 / 9 .MASS. J i 19. iDrfo .r" Date Scheduled VkfTimej/�Yalee Pd. Soil Suuat(�an i�liity Assessment for Sewage Disposal. Performed By: �e�'�l 1 ` 0"`C'+�� WitnessedBy`� �JV f0M :.:.u. : ..: ! : ,!: .. ji:!.:.::. IiP ! 4 i� i'I`GII ii:t:!"` ._ :......:._i !!5 Location Address a� CV4n� 5�Tt�-T Owner's Name ��j (I Ji Address Z j ✓ S S i rC°e7 ol.TC Assessor'sMap/Parcel: iglloi-? I Engineer's Name C4Pe�a;�l� C'l,�cr!�►jeS NEW CONSTRUCTION REPAIR Telephone# 5-0 ES 44 28 L/o Z 9 Land Use Slopes(0/0) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to.holes) Co a� Ma3-c 7 �3.3 U seat Ave Parent material(geologic) Depth to Bedrock e> 120 `I Depth to Groundwater:.Standing Water in Hole: A0 10 1 Weeping from Pit Face I Q Estimated Seasonal High Groundwater : ...........:......:..:.a,....r.:::.._....::.........!.:...:.............. <!::ct;im��!�.::::::!:s:a::::.:.!:::!:�::.:.::,•::_:.__:...: 1 1 '� rN!AC1N' i( .. AtJ HtHTR . . Method Used: Depth Observed standing in obs.hole: l o 4 in. Depth to soil mottles: NJ41t in. Depth to weeping from side of obs.hole: 16 in. Groundwater Adjustment 3. 0 ft. Index Well#Uff+u.L_ZReading Date:Zj,.D_ Index Well level L9 9 _ Adj.factor 3•n Adj.Groundwater Level_ Observation I Hole# Time at 9 Depth of Pere Z Time at 6" Start Pre-soak Time @ 13 0.f Time(9"-6") End Pre-soak Rate Min./Inch 2 j Site Suitability Assessment: Site Passed' of Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----=--- Q:HF.ALTHM/P)RCFORM E PbgsXI. . . t . ...H. Ed. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency %Gravel) 1 ...;:.:::.;':�:: 1.::::::n ': E::,...:..:•.•. J }......................... :: �lii::::::`:v:::i::J:::i:.:::.�.:::::: ': .R. TrN<.H�7It LOG ] # ........... .:QB.SE..:..Y........:..........:..:.....................:.....:..:.:...:.:..:..:::.:..: H.o..e.:..:.. . .... ...:.:.::.:..:.::::.::::.:::::::: ................................................... ::::: ........ Depth from ol Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. L'S 7-5 Yr2l ru-170 L N\ S ::.: . <::::;:>:::»>:;;::::...... ......::..�.....P..Q.0S......................p...............: ...::X. .....::::::.:::.._:::::.H. ....::#::.::::::::::.::.:::.::.:.::::::::::::.:::::::.... ..................:::.:::::.::.::.::.:.::.::.;:.::.;:.;:.;:.::: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consi gy.° Gravel) - P�.OB.SEH�A. N ..� .......................H.. .. ........... . ..... .... ... . .. . ::::�exiure' Soil Color;::;;. Soil:; Other;:.;:•........................ Depth from � � Soil Horizon � Soil T. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) Flood Insurance Rate Man_ Above 500 year flood boundary No_ Yes Within 500 year boundary No X Yes Within 100 year flood boundary No 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? (!!Fr 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 of Environmental Protection and that the above analysis w Departmentaserformed by me consistent with performed the required training,expertise and experience described in 310 CMR 15.017. Signature Date 01, v 'OWN OF BARNSTABLE LQC-ATION ,25— Cvans S'•f SEWAGE# VILLAGE O 5kt f ASSESSOR'S MAP&PARCEL I if/ f 7 INSTALLER'S NAME&PHONE NO. Y Z 8 YvzI SEPTIC TANK CAPACITY (5-0 u /so o /t 10 LEACHING FACILITY: (type) (1 b���«s d►r� (size) i 1, 3 V Z S NO. OF BEDROOMS 3 OWNER ,&Ch a 4' I C b 12 ke, PERMIT DATE: 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 L-aching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY -n 1-Ca 126 i e s L L<-_ 4 it 04 R3 tp,v 33 ZZ•2 �y J14,s ati �Z 3 a3•5' 24.0 d7 S2'� �R 3v.2 No........................ .......1�51.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---.OF.... ................. Appliration for Biiipaoat lVarkii Tutuitrurtion Vrritift Application is hereby made for a Permit to Construct or Repair (411"an.Individual Sewage Disposal S st at: ----- ...... ........... ----------- Locatio dreso or'Lot'No. *---------- ...... ......... wnor Address .. ............. ........... . . .. .... ... . . . .................................................................................................. Installer Address Type of Building/ Size Lot-.---_--------------------Sq. feet U Dwelling—No. of Bedrooms______________________________ ____________Expansion Attic Garbage Grinder -1 aq Other—Type of Building ---------------------------- No. of persons__-____--__________-____.__ Showers Cafeteria P4Other fixtures ............................................................................. ----------------------------------- -----------------I----------------- Design Flow............................................gallons per person per day. Total daily flow--- ----------------------------------------gallons. P4 Septic Tank—Liquid capacity------------gallons, Length________________ Width._-_..-.---.... Diameter_...._......._. Depth-__.._.------- Disposal Trench—No_ ____________________ Width_____-_-_-___.-----_ Total Length--_-___-_---_____.-. Total leaching area-------------------sq. f t. Seepage Pit No_____________________ Diameter___-______-_____-_-- Depth below inlet_._._.____.__._.__._ Total leaching area------------------sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by--------------------------------------------------------------------- .... Date-------------..------------------------. Test Pit No. I----------------minutes per inch Depth of Test Pit...__._.__.___.__... Depth to ground water------------------------ rxq Test Pit No. 2................minutes per inch Depth of Test Pit_--_________________ Depth to ground water------------------------ 9 ................................................................................................. 0 Description of Soil--------- 1� �_ _j------------------------------------------------------------------------------------------- x U - -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- - ------------ U Nat Wf RI ...........o- leo_--- e , airs or-Ake,rations nswer when applicable.......... C--------------- . 'i, I& ------ ------ 4-1-V--------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bep Ssued by the board�oofe Ith. Si ed. F... �0 er cel.,tdy- .......---------- -- ----------------------------------- ---1C Application Approved By._ Si----edr- Za,_1;e ...- .................... ------ 7�7 Date Application Disapproved for the following reasons:-----------------------------------------------------------------------------------------....................... --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I Date Permit No......................................................... Issued.-----// 7�-.21S_ Date L. ----------------------------------------- ------------------- ---- --- LOCATION : r E - C4E PERMIT UO. imS R5 U ME ADDRESS DUI ER 5 IJ i MIF- ADDRESS Dt ,TE PERWT ISSUED - - - - - - - D 6.TE COMPLI &KiCE ISSUED : - - _ 7 ad SEW Q E_P_ERNIIT- U O. r _ , ,- - �NS7A�LER=�S-►JaM �--_ADDREss __— —__- _- ter---- — ���---- — — =----- BUILDER-S -1a.h1:�lE DIQTE- PER1A1TLSSUED - D AT-E-COMPLI.&MCE o.71 a7 oid No......................... ....... ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF H AL - ------- OF.... ................................... Appliration -for Di-spolialWorks.Tatuitrurtion Vrruift Application is hereby made for a Permit to Construct, or Repair (P<an Individual Sewage Disposal SystVjn at: ----------- .......................... ................................................................ Locati drc.%O or Lot No. .................. ....... . ...... ---- ---- ............ ....... . ..... .................................................................................................. caner Address .. .... .... .... ... .. ------ -­�.. -------------------------------------------------------------------------------------------------- Installer Address e of Building-e Size Lot----------------------------Sq. feet yp Dwelling 4'0 No. of Bedrooms--------------------------------------------Expansion Attic Garbage Grinder ( ) aq Other—Type of Building ---------------------------- Igo. of persons-_________________________- Showers Cafeteria ( ) P4Other fixtures ----------------------------------------------------------- ------------------ ...................................................................... Design Flow--------------------------------------------gallons^per person per day. Total daily flow--------------------------------------------gallons. 9 Septic Tank—Liquid capacity------------gallons Length________________ Width--____.---...... Diameter__-_-.--_.-_____ Depth---------------- Disposal Trench—No_ -------------------- Width_.__.......__.______ Total Length____---__----------- Total leaching area_-_-------- -------sq. f t. Seepage Pit No_____________________ Diameter___________________- Depth below inlet____________________ Total leaching area-----------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) f 1 Percolation Test Results Performed by------------------------------------------------------------------------ Date---------------------------------------- Test Pit No. I-----------------minutes per inch Depth of Test Pit.-_._________.__._.. Depth to ground water__-_.--___-__- (_, Test Pit No. 2................minutes per inch Depth of Test Pit____________________ Depth to ground water------------------------ ......................................................................................................................................... 0 Description of Soil______________ __ .............................................................................................. ----------------------------------------------- U ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------ -------------------------------------------------------------------------------------- 'r ----------------------------------- --------- ------ - ------------- U Nat r of R or Alterations nswer when applicable.-...._.- /4-0,0-----------tovic. ------------------"I------------Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be ssued by the'board of e Ith. Da Application Approved By-- ...... Date Application Disapproved for the following reasons:................................................................................................................ .......................................................I................................................----------------------------------------------------------------------------------------------- Date PermitNo......................................................... Issued......................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............................... Tntifiratelof Tontpliaurr f TqIS IS T CENTIF hat the jhdividual SewTge Dispo,§al System constructed or Repaired PF� -r�... -_ - . - P I I . .........*11.7944.1t--------AL-lac,........ ---------------------------------------------.................. by....C#444. )4z 9A_ 1-A4eA,"UK_? Installel at.......Ar------- -------- ........................................................................................ has been installed in accordance with the provisions of AgR of e State Sanitary Code as described in the application for Disposal Works Construction ------------6------------------- dated'.//:7e 1!�_ j.................. Permit NZ X16. 411 V THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....................------------ ...............I ........... r,........ Inspector-----_--------------............................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT 0724A............ ...... FEE OF..... .................................. N ....... ---- ......... ................. ..... Permission is fiefeby granted--------- - --------- --- - ------------ r--------------- to Construct or Repair (. ndi ua Sewa ispos System ............ tr,ect---------------------------------------------------------------------...... as shown on the application for Disposal Works ConstructionPer. No Dated...... .......... n ;d u a jl�Si Wspo4v,.�l e a Disp� s a-,11---—------------------------ ea Boar of Kea ih DATE. - ....... -----------11_�,�._47...................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS A I; -. .. LEGEND N OSTERVILLE 20 EXISTING CONTOUR e VICAHN x 20.12 EXISTING SPOT GRADE &a %POND U gg PROPOSED CONTOUR gg.g PROPOSED SPOT GRADE �0® FORTES WAY a 2� !c W EXISTING WATER SERVICE PONDS �8u. G EXISTING GAS SERVICE �o� U�Y �� <v ss O.H.w: OVERHEAD WIRES a ®��� EVANS STREETTEST PIT o �,�`l �, �� BENCHMARK Arc+ 2i� O �4 Edge of pavement Parking Area-" CO O S .32`09)20 .' E 1 LO S _-_`�j>✓ -� \Porking Areo 125.00' �Of 20 LOCUS NOT O SMAP 84� JQ 12,500E S.F. �o Map 141 } (b � ��� M Parcel 87,�, o, ry/ GENERAL NOTES: � - 1. ALL .CHANGES TO THIS PLAN MUST BE APPROVED BY THE. LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. nj nj / _ -y. 2. ALL WORK AND MATERIALS SHALL=CONFORM TO THE REQUIREMENTS 82 HOUSE (#25)' ,� 4 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE /!TOF=82.501 LOCAL RULES AND REGULATIONS. W / m CELLAR FL.=75.3f� �� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / SEWERS:i &2�j� ,� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE wvS.=76.` &. 74.3t !� '` O DESIGN ENGINEER. VERIFY}/. / 0 0 / s . �j O `� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �+ �, CO ,�i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN a � /i Deck d TINUES. � ,^ _ © N SEWER 3, �''7 ., �\ ENc�INEER, BEFORE CONSTRUCTION CON SQ Z ' F. 1 '�}I(VERFY}i �� �' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. T I� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF I JAI- I• ,Iv O: 0 �� r THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LJAI- r a o t .HEALTH FOR PROPER INSPECTIONS DURING" CONSTRUCTION. I 1QI I PROPOSED �\' �� «j I Ivjl I I SEP/fIC TANK/�\ �`�' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. L_I_l�h� PU.M_ CHAMBER �b 4, N ia4, •� ' �\ ' 6. THERE ARE N0, PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. _I 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS STRIPOUT -�j �dl i t��, 1�' '-- . ,. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SEE NOTE 11 I 1 1 V. J DIRECTED BY THE APPROVING AUTHORITIES, 1011.3-i4I ., Fa TP-1 ® d9 '' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �'P o� TP-2 �`� ��' d0 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING (0 Shed '°yam /� :boy CONSTRUCTION. / /•� + ,80i 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 125.CU' ' '' • •• • • • •.• # ' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND --AI,32 09'20" W__ ' S�-� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 78 Of RqsJ9� 12. ENGINEER IS NOT RESPONSIBLE FOR ANY POSSIBLE UNDOCUMENTED 40 MIL POLY LINER P�1 , EXISTING SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN._. SET EL. 77.2 - 7 g0 tiG 3�s i Benchmark se;t PETER T. o M CI"vLEE PROPOSED SEPTIC SYSTEM UPGRADE Right cor. cone. walkout o. 35109 25 EVANS STREET, OSTERVILLE MA Za.ob Q `7" El.=76.84 Assumed ` f I >� FR£G/SIE��� Prepared for: Michael Colella, 25 Evans Street, Osterville, MA 02655 ��er Gina �w�'�� aIrf �� rejv,o ' EXISTING CESSPOOLS Engineering by: Surveying by:, SCALE DRAWN JOB. NO. Q 1 I� TO BE PUMPED & FILLED Engi�eeringWorks WARNER SURVEYING 1"=20' P.T.M. 202-08 '>f�O'�o�l 11 ��-�-�� (1JV2� 1'r„i j /�s �d �tnnw�U ����. WITH SAND ` 12 West Crossfield Road 22 Long Road DATE h Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 7/25/08 P.T.M. 1 of 3 t I NOTE: TO PREVENT BREAKOUT, A.,40 MIL'POLY LINER SHALL BE PLACED 5' OUTSIDE THE S.A.S. AS SHOWN ON THE PLAN AND SET LINER BETWEEN PROPOSED SEPTIC TANKZPUMP CHAMBER EL.=77.2 AND EL.=75.0 PROVIDE RISERS WITH METAL FRAMES & COVERS PROPOSED D-BOX OVER EACH ACCESS MANHOLE AND SET TO FINISH PROPOSED S.A.S. GRADE. MANHOLES BROUGHT TO GRADE SHALL BE INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT T.O.F.=101.64t SECURED TO PREVENT UNAUTHORIZED ACCESS. SET TO 6 OF GRADE F.G.. EL.=100.9t F.G. EL.--77.0f F.G. EL: 78.0t F,G. EL: 77.9(MIN.) EXISTING 36" MAX. COVER/MAINTAIN 2% GRADE (MIN.) OVER S.A.S. CELLAR FLOOR L = 12' L 6'(MAX) INSPEC71ON @ S=2% (1% MIN.) we mace/wn 4" SCH 40 PVC PORT 4.'SCH40 PVC 2'SCH 40 is 10" g ® S= 1% (MIN.) 6NVER� T.U'S ARE TO BE 1 4 SCH 40 PVC INV.=74.05 EFFLUENr1 INV.=76.77 INV:=76.60 r4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0 FILrER HIGH G.W. PROPOSED D-60X (zneei OR eOUAL) EL.=71.0 INV.=76.54 SOIL ABSORPTION SYSTEM (PROFILE) ' 4 OUTLETS (MIN.)- BOTT. EL.=69.30 AND-.INLET TEE INV.=73.8t ESTABLISH VEGETATIVE COVER INV.=73.80 13ACKFILL WITH CLEAN NATIVE OR EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET PERC SAND TO TOP OF CHAMBERS LOWEST SEWER OUTLET TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER INV.=74.30 VERIFY SHALL BE INSPECTED AND CLEANED ANNUALLY. BREAKOUT=TOP eet 3 of 3) (See Pump Detail, Sh TOP ELEV:=76.92 INV. ELEV.=76.54 1500/500 GALLON SEPTIC TANK/PUMP CHAMBER BOTTOM ELEV.=76.00 II illmllillou NOTES: 2.83' 1) SEPTIC TANK PUMP CHAMBER & D-BOX SHALL BE SET LEVEL 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=11.3' AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH T.P. EXCAVATION OR G.W. EXISTING SUITABLE CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). HIGH G.W., EL=71:0 MATERIAL 2) INSTALL INLET & OUTLET TEES AS REQUIRED. = 4 ROWS OF 4 - 11" (H-10) ADS BIODIFFUSER' UNITS 3) MAX.-COVER OVER SEPTIC TANK, D-BOX & S.A.S. SHALL BE 36', SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR To CONSTRUCTION. N.T.S. TYPICAL SECTION SOIL LOG DATE: JULY 10, 2008 (REF#12,297) /�/� McENTEE PE BACK OF' HOUSE /j SOIL EVALUATOR: PETER DESIGN CRITERIA WITNESS: DONNA MIORANDI R:S. "Ib' HEALTH AGENT ri Deck TP.- 1 , Depth Elev. TP- Depth 8.8, NUMBER OF BEDROOMS: 3 BEDROOMS Elev. SOIL TEXTURAL CLASS: CLASS I 0" 77.0 q 0' ----- 7.5' • 77.1 q DESIGN PERCOLATION RATE: <2 MIN./INCH SANDY LOAM SANDY LOAM DAILY FLOW: 330 G.P.D, 76.4 . 10YR 4/2 8" 76.5 10YR 4/2 6» a �� o DESIGN FLOW: 330 G.P.D. 0 B , GARBAGE GRINDER: NO SANDY LOAM SANDY LOAM 1OYR 5/8 1OYR 5/8 LEACHING AREA REQUIRED: (330) = 4.45.9 S.F. 74.8 28„ 74.8 C 26" .74 , � � i • PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES MED. SAND PERC MED. SAND S.A.S. . LAYOUT --- 2'5Y 5/4 2.5Y 5/4' 4z" - USE 4 ROWS OF 4 - 11 " (,H-10) ADS BIODIFFUSER UNITS 71.o PROPOSED SEPTIC SYSTEM UPGRADE AD�."Gw _ 71.0 'ADJ-�cw _ 25 EVANS STREET, OSTERVILLE MA W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 1 1 .3' x 25.0' 68.0 STG. Gw 109" 6&0 STG. cW 108" SIDEWALL AREA: NOT APPLICABLE - - Prepared for: Michael Colello, 25 Evans Street, Osterville, MA 02655 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 67.1 120" 67.0, 120' Engineering by: Surveying 6y: SCALE DRAWN JOB, N0. PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works WARNER SURVEYING NTS P.T.M. 202-08 16 UNITS X 6.25 LF X 4.7 SF/LF = 470.0 SF INDEX WELL MIW-129 - ZONES B & C (ON BORDER) 12 West Crossfield Road 22 Long Road DESIGN FLOW PROVIDED: U.74 x 47U:U = 347.8 GPD WATER LEVEL - 8:2' - JUNE 2008 Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. GW ADJUSTMENT' = (2.5' + .3.3')/2 = 3.0' 1 (508) 477-5313 1(508) 432-8309 7/25/08 P.T.M. 2 of 3 , �. NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER BY 1-1/4' PVC CONDUIT. JOINTS TO BE MADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER SPECIFICATIONS: WITH SECURED COVER TO GRADE OR EQUAL. 8 i 8 CONCRETE STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: A-61 5-68, GRADE 60 INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING �_ 1 _ ` i _ �` UESIGN LOADING: AASHO-H10 HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL - -- NOTES: ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. I 1. PROVIDE POLYMER WATERPROOF COATING. INV.(IN)=73.80 2" .GATE VALVE (FIELD ADJUST FOR 20 GPM RATE) SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO., 2"SCH. 40 DISCHARGE TO D-BOX INC., 520 THOMAS B LANDERS RD, HATCHVILLE, MA 02536 ALARM ON EL: 71.18 2" 90' ELBOW W/ 1/4" WEEP HOLE PUMP ON EL: 71.13 FOR SELF-DRAINING FORCE MAIN A 4' PUMP OFF EL: 70.47 24, 1 2" SWING CHECK VALVE M PLAN BOTTOM OF 1 g" 2" ,SCH. 40 PVC DISCHARGE PIPE PUMP CHAMBER 3" ELEV.= 69.3 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE C _ OQ 0 PROVIDE 2 FLOATS: CAST IN 4" COUPLING b o FLOAT NO.1: PUMP ON/OFF-ABS, FLOAT PROVIDED WITH PUMP ABS PL-EF 04W PUMP .4 H.P. 115 V ------ -- FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANAL WITH.2" DISCHARGE 48' Liquid Level `O 4 ' PUMP CHAMBER, PUMP.& ACCESSORIES AVAILABLE AS A UNIT MONO. ACME PRECAST CO. INC.,.FALMOUTH, MA. (508) 548-9607 BAFFLE m PUMP DETAIL. SECTION B—B SECTION 6— N.T.S. 2 COMPARTMENT 2000 GALLON '— SPLIT 1500/500 (WT.=21,600 LBS.) H - 10 SEPTIC TANK/PUMP CHAMBER 1500/500 7 5" - BUOYANCY CALCULATIONS H`- 10 SEPTIC TANKZPUMP CHAMBER BOTTOM OF UNIT EL.= 69.30 21 6-4" POLYSEAL OUTLETS - 76" _I HIGH GROUNDWATER EL.=71.00 (ADJUSTED) 2" 2" 1-4 POLYSEAL INLETS BUOYANCY FORCE PER FOOT OF DEPTH: —7- PROFILE 12.0' x 6.5' x V x 62.4 lbs./cu.ft. = 4867.2 Ibs. IT MAX: DISPLACEMEN'T`= 71.0 - 69.3 = 1.7' MAX. UPLIFT PRESSURE = 1.7', X 4867,2 Ibs/ft ='8274.2 Ibs. O O ' WEIGHT OF UNIT EMPTY = 21,600 Ibs. N 11" � 21,600 Ibs >8274 Ibs O.K. ao 6 I Top View p �/ Suction �s--34" � N D— p Old SECTION END CAP DOSING & STORAGE REQUIREMENTS 11" STANDARD (H-20) BIODIFFUSER UNIT � DESIGN FLOW: 330 GPD MODEL 11" STD. DOSING REQUIRED: 4 CYCLES/DAY (SAND)330 - 4 = 82.5 GALLLONS/CYCLE PROPOSED SEPTIC SYSTEM UPGRADE LENGTH 76„ NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DISTANCE REQUIRED BETWEEN PUMP 25 EVANS STREET OSTERVILLE MA, EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ON AND PUMP OFF FLOATS: DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 83 GAL/CYCLE e 125 GAL/FT = 0.66 FT/CYCLE (SAY 8") SIDE WALL HEIGHT 6.4" P Pre ared for: Michael COIeIIO, 25 Evans Street, Osterville, MA 02655 OVERALL HEIGHT 11 STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS Engineering by: Surveying by: SCALE DRAWN JOB. NO. OVERALL WIDTH 34" 4640 TRUEMAN BLVD STORAGE PROVIDED,: EngineedngWorb WARNER SURVEYING NTS P.T.M. 202-08 HILLIARD, OHIO 43026 1NV.(IN) EL: 73.8 - PUMP ON EL: 71.13 = 2.67' 12 West Crossfield Road 22 Long Road 9.2 CFIr"o STORAGE PROVIDED = 2.67' X 125 GAL/FT = 334 GALLONS Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. CAPACITY (68.8 GAL) ADVANCED DRAINAGE SYSTEMS, INC. (508) 477-5313 (508) 432-8309 7/25/08 P.T.M. 3 of 3