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HomeMy WebLinkAbout0085 TELLEGEN TRAIL - Health 85 Tellegen Trail Centerville A= 230 - 151 5'llll , M10 s UPr— 12543 a4a No. 53LOR < HAPI.&IOD UM s No. ad C / Fee t d . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plicatiou for Misposal *pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addrr ss or Lot No. e�S- ����{ y�.�� Owner's Name,Ad es ,and t'Q Tel. o.{�L y01 ;; c,4 a30 Assessor's Map/Parcel C�hO�irliV7? +•~ Sr bg r� p/ Installer's Name,Address,and Tel.No.Sp$-3&XI Ap 3 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms vy Lot Size C9 y 4/90 sq.ft. Garbage Grinder( Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date �� 3 / go1:Number of sheets Revision Date j Title `4{"ze of Septic Tank o w �Type of S.A.S. GAY 38 Descriptidn of Soil Vv soar-1 lef OW Nature of Repairs or Alterations(Answer when applicable) � - L 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 alth. [� Signed 0—- Date — Application Approved by ► v" L Date !' " Application Disapproved by Date for the following reasons Permit No. Date Issued No. A 0 t 7" � l� Fee t U(/ , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS pplication for Mispo4-..ar6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ) ❑Complete System ❑Individual Components y Location Address or Lot No. Owner's Name,Ad res ,and Tel. o. jj L Ne,1 , �, C (330 - IS �l.h Tf� sa= I j5 r Assessor's Map/Parcel P i)-e%`tip 11 j� - /5 �� � Sf � 5 Installer's Name,Address,and Tel.No. SG Y 3&d (Da 3 7 Designer's Name,Address,and Tel.No. Type of Building:, Dwelling No.of Bedrooms f/ Lot Size 0 U 12 J sq.ft. Garbage Grinder 1.w Other Type of Building ` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd l Plan Date J ci 1 3/ ' Number of sheets 1' Revision Date Title /d t Id Iws e of Septic Tank SC>O Type of S.A.S. �G Al vc-M 58 5,� V__ DescriptioZoiSoil S>°i Sc l lG aIV �! -/V Nature of Repairs or Alterations(Answer when applicable) w� 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 H alth. Q Signed Date " ,v Application Approved by k:�''l 01 1 ((LIA2 l-�_. Date � Application Disapproved by Date for the following reasons Permit No. Date Issued ---------i------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(� ) Abandoned( )by !�1 ✓�r� Tn� S �cl, . +' -at jL�Jam-/has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer f/ (% j ` S Designer ,_�'.t/ - ��•G^ G /tl . #bedrooms x Approved design flow gpd The issuance of this pe it shal not be construed as a guarantee that the system wilI1unction s d se g ed. Date Inspector -------------------7-------------------------------------------------------------------------------------------------------------------- No. o��,I ! J�/ w Fee (( ) ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS MiSPOSal e6p5tem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 1 ` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I Title 5 and the following local provisions or special conditions. C Provided:Construction must be completed within three years of the date of this permit. Date �j f / Approved by I Town of Barnstable Regulatory Services Thomas F. Geiler,Director s r MASS Public Health Division ►��� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8 2-4644 Fax: 508-790-6304 Date: �� 111'7 Sewage Permit# dL0 17~ 3XAssessor's Map/Parcel Installer& Desh!ner•Certification Form Designer: Installer: .��s �205 C6� Address: 7 (3 Address: �3Lti—P2+ v 26(.6 On 1013 l iz,"S. epces + was issued a permit to install a (date) (installer) septic system at �� ���-�c'� /�L+ti� based on a design drawn by (address) dated G 3 7 (designer) y I certify that the septic system referenced above was installed substantial) accordingto the design, which may include minor approved changes such as lateral relocation cation 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 system)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 satisfactory. 7ERENCE (Installer' ature _-- ;No. q 7q STtj (Designer's igna e) (Affix Des'3"-O 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. gAoffice formsWesignercertification form.doc G N ;=7 ]7 O 3 `(D O 3 52 O C a = O � ul H O CD 2 N_ Z N N O co N O D) (D L J J 0 85 7eilegen 7rail All measurements are approximate Plan may have errors d. CA m y N J m S f0 O n �r = 03 m a 0 O � ww GI TC'.rC )e94T rR•r ram_ cw_eo 1 p•raC S a• w� d C MY � �+ � j w m I � a lLp:A1 inch f �•I i _ A r a _al"Hcm: U3 CA NI 'o — I 'm CID J_ ' 11 a I rt ss a•c• � � � _ i5 F�.....6•o m_ � n � 3 L lrrr f' �,•� h :e:'r � I O NIA _ IT ff' JZ p• Y`\;�`I' 7i f T In:.m -1� �I IP o &i:i3•!ra Gfi yEafy'.Hul! $ _ _ m i o m ....r Iv _ ID 7 0 — CD O O) oz 3Ip rWi w L N Ip c d G D) Ip �` rn 0 TOWN O-{F-BARNSTABLE 2 4,OCATION 8 S 7-�ll�P�'e►� I l� SEWAGE# io�l-7 33 VILLAGE� ✓1+elr-V O I ASSESSOR'S MAP&PARCEL oV 0 "' I ' INSTALLER'S NAME&PHONE NO. EllIr5 QfbOlfr3 Cdn0 SEPTIC TANK CAPACITY i�<i S 1 i w, LEACHING FACILITY,(type) 3-$'oa C 9*ut66tj� (size) ����/�SY 3717X a' NO.OF BEDROOMS OWNER L o&t,i PERMIT DATE: O COMPLIANCE DATE: 12 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 4' 300 feet of leaching facility) Feet FURNISHED BY 4 9 rt I.lz 3� aw TOWN OF BARNSTABLE LOCATION 667 Le/L;f'rV %&furl SEWAGE# yqi/ VILLAGE Cp�f�dplr�l�p ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&.PHONE NO.U C�5 13 Llic, SEPTIC TANK CAPACITY i dCO LEACHING FACILITY:(type) Z10�1( s (size) //JX-Y5,J NO.OF BEDROOMS °I OWNER / 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 Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet f FURNISHED BY A 8 A2 - H ° 3 ac" of SvNolsf 2WAM 43- ici Row oN Oros j2w TOWN OF_BARNSTABLE LOCATION lPile 4 c--d I o-o-`o`- SEWAGE# VILLAGE ffC tJ�&(/►I1,-e- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY d trM LEACHING FACILITY:(type) (size NO.OF BEDROOMS OWNER 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 Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 1 cis Poo �- No. q FEE V011 Board of Health , APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) - ❑Complete System 0 Individual Components LocationTi Owner's Name �7 �_ Map/Parcel# 2Zz0 1 Address l vIC4K: C-C`1+er"H-C Lot# Telephone# Installer's Name Designer's Name Address Address Z W Cr&S MA. Telephone# , Telephone# _ Q Z& Type of Building L 0 Lot Size ��''C�1a sq.ft. Dwelling-No.of Bedrooms 4: Garbage grinder ( ) Other-Type of Building PI A No.of persons Showers ( ),Cafeteria ( ) Other Fixtures AJ A Design Flow(min.re uired) _ gpd Calculated design flow 4—o Design flow provided 440 1 8 gpd Plan: Date I Zl 1 0 e Number of sheets "Z_ Revision Date n Title R-6 Q P±iC Sy 51f✓''\ GCkk Plct14 gS' T2lE'c. o Tr. Description of Soils) 6 'a f3 -Olo l s,sh 5{4 " l o a tr L 4 c1. 2S4 71 a t' — 13Z" SAyi G1 Soil Evaluator Form No. Name of Soil Eval k4'-Cej C Date of Evaluation i 1 DESCRIPTION OF REPAIRS OR ALTERATIONS jZe-V1%av-e 1,s,f:-0 o n 1 1 �' 5 ;�. �•1 \� 1�aa C�e.tl�a•. S e� L 1'z.�� . P�s�r� �Jkl�&— The undersigned ees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further gre place tl em in o eration until a Certificate of Comilliance has been issued by the Board of Health. `` D Signed Date r �... -.bz'-. •i "�',`� ;_. 1.*,`.'_..t -`'W� t'.r.... � Syr,r• h - , . �-�•-i .a ' trw4..f'F M12 o b ai: FEE CO'JMONWEA.1Lfl OF MASSACHUSETT9 Board of Health MA... APPLICATION FOP DISPOSAL. SYSTrM CONSTRVCT1ON.P[RMIT O Application for a.Permit to Construct( Repair( ) UpgradeO O`Abandon - ❑Complete System ❑Individual Components Location S �� 1 C d e iem l .:Owner's Name Map/Parcel# 0 1 ( / Address 41 IGi✓1 j ✓1�8�� I�{' Lot# -7 '* Telephone#: Installer's Name I ANY Designer's Name N jLt Am Address I Address ��_G � Crass Telephone# - _ Telephone# �d 77 _ Q2(gy� Type of Building � S t c^' Lot Size s"U a ft. q• Dwelling-No.of Bedrooms �- A ., Garbage grinder ( Other-Type of Building PIA No.of persons Showers O,Cafeteria O f r-_•Otlier Fixtures tjjA r Design Flow (min.required) �4-4C) gpd Calculated design flow G .,Design flow provided � t S gpd Plan: Date i I Zl G1 1! Number of sheets ? Revision Date Title P(®PtJs,E'r'e( 10 cc<06 Pies, '2S- T-ekIPCX,1 -"( Ile Description of Soil(s) - TOp/ S.rh `3 FS R 4 VI(3�t 1� �.b S. 2 14/1_0 I'M t' SG vl 6 Soil Evaluator Form No. Name of Soil Evaluator Piz L' f'lC. C-k t tX Date of Evaluation J 1 I lG j 6�; Fb DESCRIPTION OF REPAIRS ORALTERATIONS �-✓A40---e Cry S S a a O 1 c.�1 C�v4.� .4-C r P .� 5., f-e w. fizz t c_�v G�° r 15 Uci �--c,�1�� �-e�1, c 'T^eG� .►. P'S F f S 6,j'*i >—A eN SAS . The undersigned agrees to install the above described Individual Sewage Disposal System in accordance With'the provisions of TITLE 5 and further afire t of to place thesem in opera tion,until a Certificate of Comp iance has been issued by the Board of Health. f � Signed Date Date. do I srr ect�rs- ' lowsl No. FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, S-e,1�--f MA. ` CERTIFICATU OF COMPLIANCE Description.of Work: ❑Individual Component(s) ❑Complete System. , • : r The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded (.),Abandoned ( ) By: I lr'7t1 c �lr c . A 1"7 4G`ta_7 at l� .fG�r VT k1 has>been installe in2 cor a with the provisions,of 310 CMR 15.00 (Title 5) an`r7/�app, owed design plans/as-built plans relating to application No. dated Approved Design Flow1 /��1 (gpd) Installer �U L txJN /!i IA4 Designer: N,r.r�o��.•� .N-,, �,t,} �Inspector: The issuance of this permit shall not be construed as a guarantee that the syst will function as designed. No. FEE^ COMMONWEALTH OF-MASSAC14USETTS Board of Health, OQ n s t-:���DISPOSAL SYSTEM. CONSTRUCTION PERMIT Permisspp is hereb ranted to;; Coon'struct( ) e�jair( ) Upgrade( ) 4bandon( )an individual sewage disposal system at .LJ�r� �L.� ���� as described in the application for Disposal System Construction Permit No. ►''dated A5 W l Provided: Construction shall be completed wit 'in th/eeee years of the date of this p •t./' h°-j 1 con 'ons must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date (�J Board of Health t./ ' s. .V/'1(/2009 12:29 5084775313 ENGINEERING WORKS PAGE 01 Town ®f Barnstable r eptatery Services k f Thomas F. Geiler,Director .� Public Health IDividon Thomas McKean,Director i � i' 200 Main Street H anub MA,02601 { ' Office., 508-862-�4 ' 1^mac: 508-790-6309, a 4 IRS tLl x&DeftULQqqWcatioA F r ; 3 �"Assessojrlg Deft' � Sewage LPerffii� MapWarce � rt Address-. I lox ov 't ,�}t n was issued a permit to install s (t1 ) (installer) septic system at v 7el f�� 17�-d�/a 4EN$4-' based on a design dmwnby j `(mess) datedPe 1 20 • (designer) s E ' I city that the septic system referenced above was installed substantially awording to zi thtr design, which may include minor approved changes such as lateral relocation of the i # distribution box and/or septic tank. pp '� I =tify that the septic system referenced above was installed with majof cheages (i.e. ter than 10' lateral relocation i of the SAS or any vertiW relocation of any component t E of Qhe septic system)but in accordance with State &Local Regulations. Plea m revision or certified as-built by designer to follow. PETER 1 � F MGENTEf si ) o NIL f � S 0 AL � 1 N 1E (Ies ty's Signature) (Affi Designer's Stamp Here) 1 ` OFi °I.I�1°+1( YIii,X,M BE ISSUED UNTIL ®I°h1 IIIS it H1111 Fa SUPLic/Dwigr Cefidfication Foam 3-26-04.doc ! ',l P Fr17!2009 07:59 5084775313 ENGINEERING WORKS PAGE 01 'Town ®f Barnstable ,..{, Regulatory Services I I 2 t 'Thomas F.Geller Director a Public Health Division Thomas McKean,Director !� 200 Midn Street,Hyannis,lA 02601 ?5 ! f. Office.- 509-8624644 Far 508-194.6:3041 1 F j Inst&ler&De tner Qrtitia;stion Form a ];Date. �'' �7 � 7Sewage Permit# - Assessor's NInpiParc@L-9i �•.�► gyp i s Des eir� et SDI welki, Inc, Inmller: o 0, a�✓a a!f�1 Y I �. Address o KZ K C--eLSo J"i e Id M Address: �®• d� � �'�� �� " — On��.�.._ was issued a permit to install a (date) (installer) { septic systxn at Il based on a design dmwn by -(address) dated r 1 Vr !! ? (desiper) i cerrt►Py that the septic systm A aef -ens ed above was installed substantially t onging to i the desigm which may include nor approved changes such as lateral relocation of the ' aiistibution box and/or septic talc. a 7 m—ti fy that the septic system referenced above was installed with mayor changes (i.e. t' meter than 10' lateral relocation of the SAS or any vertical relocation of any v)mponent '.i of the septic system)but in accordance with State &Local Regulations. Pint vavision or cextifaed as-built by designer to follow. OF M4,sS PETER T• G�� McE:N(EE (Jhsft�er's .Signatm) c� a CIViI. { No.351.09 /ON IV- (7 siper's Signature) Affix Designer's Stamp Here) xa ! `. ( flat Y A liIl1C T7Rl![ XMIAKM + ?; , .I 4 I`"QWI.L�YeT wIL.I. Rf®°f DE ISSUER iJPT"TII, D01II TI��IS ��Y�.I�� _ � l._CA1 �i ' Aq 1�'f ial YID DA�JOTSI I.E p>{1BI.IC IiJEA1l TH DMISION. THAW& Q -26�0.doc�, igwCerdficationFoam.3 q C 6.220- l't^oaration of flans ana �ipecincanut» r7 D­ I' ll-! t< -.• r ,• - ! / - Tne plans and specifications for every on-site system shall be prepared as follows: : (1) •Every system shall be designed by a Massachusetts Registezed Professional Engineer or a'Massacttusctu Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more than 2,000 gallons per dray pursuant to 310 CMR 1S.203. ; Any other•agent of the owner..rnay prep.=-plans for the repair of a system.designed to discharge not more than than.2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by.-a Massachusetts Registered Sanitarian and.approved by.the approving authorit}; . (2). .Evcry:pIaa.submiited for approval must-be dated and bear the stamp and signature of - • .. the designer - -(3J -Every plan'for a new systcrn or plan for the upgrade or expansion of atcasting:systerit Which requires a variance to a property-line setback. distance;'must:also reference--a plan which bears the stamp and signature of a Mzssacifa"setts. Licensed Land Surveyor in - accordance with Rt.L. c: 112; § 81D; ' (4) Every plan for a system sfia21 be of snitable.scals (one inch;40 feet or fewer for plot plans and ane inch, ZO feet or fewer for details of system.components). (ad.shall incIuda. : Cprcm n of: (a) the,legal boandar'es of the facility to be served; - — (b) the holder and location of any easements appurtenant to or which could impact the stern_ _ (c) the locatiorrof the all dwclling(s)or building(x)existing and proposed on the facility and idennfieaadri of those'to be served by the system; o Proposed im ert60us-•areas; iAC14 tng-driye'yays and • of ezistrn or p P ' d •=the'Iacarion � P - parking areas, , :(e) " location inddimensions o 'e'-sgstern (including reserve area); ::" -• (l7, system design calculations, iticlading design daily sewage flow, septic rank capacity (regaire-d and provided); soil absorption system capacity (required and provided); and -• whether system is designed for garbage grinder; - ( ) North arrow and existing and proposed contours; (h): lodation'and'log of deep'observation hole tests including the date of ust, existing / grade elevations -marked on each test, and the nary es of the representative of the : approving authority and soil evaluator, 66 location and results of percolation'tests including the aem-of test--and the names of ttta representative of the approving authoriry and sotl_tvaluator, '} dame and certification number of the Soil Evaluator of record; (k) locarian of evcry'water supply,public and private, I. within 400 f=t of the proposed system location in the case of surface Vvarcr supplies-and gravel packed public water supply wells, 2. within 250 fret of the proposed system location in the case;of tubular public water supply"Us, and . 3. within 150 feet of tho,proposed~system location iri the case of private water supply wells: location of any surface waters of the Commonwealth;rivers, bordering-•vegetated wedainds, salt marshes, inland or coastal banks, regulatory fioodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or-suction lines, gravel packed-or tubular public water supply wells, subsu�acc drains,•leaching catch basins, or drywells; and ;he Iacatian of any nitrogen sensitive area identified,in 310 CNM 15.2I5 within which paztions of the proposed 'stem are located. (m) location of water lines and.other substtt'face utilities on the facility; (n) : abscrved and adjusted ground-wirer elevitibn in the vicinity of the system; o) a.campletc profile of the system; ' (p) -a note on the plan listing all variances to the provisions of 320 GMR 15.000 sought In conjunction with the plan;' (q) : the location and elevation of one benchmark.within 50 to 75 feet of the facility which is not sirbjcct.to dislocation or lgss.dpring construction"on.the facility;" (r) when-dosing is-proposed. complete design'and spec catiotr of the•dosina system propa.scd including.but not limited to dosing,charlber capacity (required and:provided),' ump curves and specifications, number of d-esin" cycles and depth per cycle; (s) when a Reci-culatigg sand Filter or equivalent alternative technology is required or roposed,.a complete plan and spcci�icadon for the system,including a hydraglic proud; . (t a locus plan,to show the ioca-on of the facility including the nearest existing street, u the strcct nuribcr and lot num�cr, if any, of the facility; and v) structioa.a�d the specifications of the system. the matcriats of con Town of Barnstable P# Department of.Regulatory Services —A 0(�- 3 Public Health Division Hate 200 Main a Street,Hyannis MA 02601 ol 3 Date Scheduled ® :l Time Fee Pd. *' G • �G'.; Sor • i . .Soil,Suitability Assessment for Sewage \Disposal • Performed By: �+ e' er `����� '��� Witnessed By: 1' r�o•1 �'`eJ ` S y S LOCATION& GENERAL INFORMATION Location Address `X-5-/ ;I!e go -t-�Yh t 1�� Owner's Name Tie .1� ( ✓� J11�(�t'� Address �� 3 k4 Y e Assessor's Map/PWW: 2 3�` f J�f Engineer's Name(fM NEWCONSTRU(TION REPAIR h i Telephone# - -7 -(-17 & Land Use ecs%d-t VV Slopes(i) Surface Stones w Distances from: Open Water Body Possible Wee Area ?LQd ft Drinking Water Well�rL-.ft Uraiaage.Way 710 O ft. Property Line ZO+r ft Other ft w r- SRITCH ($treername,dimensions of lot,exact locations of tot holes&perc test s,locate wetlands in.proximity to holes) CD, E O C= O N (geologic) (o�c"c�� Q✓fi ndQS Depth to Bedrock Parent material I p Depth to Groundwater Standing Water in Hole: /41A _ — Weeping from Pit Pace�Z 4 Estimated Seasonal'1jigh Groundwater l J 3 DtTERMINATION FOR SEASONAL HIGH'WATER-TAELE Method Used: in Depth Ubperved standing!' obs.hole: in. Depth tq Sgil mottles; Depthaofweeping from side of obs.hole: in. Groundwater Adjustment R Index Well# Reading Date: Index Well level. s.-.. At ,ACtor, At�.�IY7utIdWQter Level i PERCOLATION TEST Date Observation 2 Time at 9" © ; Hole# Depth of Perc Time at 6" Start Pre-soak Time. 0 Z g _ Time(9"-6") 12 _ End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed X_ Site Failed: Additional Testing Needed(Y/N) Original Public He;ilth Division Observatiot'Hole Data To Be Completed on Back--------- ***If-percolation.test is to be conducted within 100' of wetland,you must first notify the Barnstable C4#servation Division at least one(1)weik prior to beginning. �L •DEEP OBSERVATION HOLE LOG Hole# from' � Depth f fm Soil Horizon Soil Texture i .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Struc ,Stones,Boulders. on isten % ravel 2S - - - .._.. . o 32 cL M__c s 5Y�/ , ..4'. _ DEEP OBSERVAT ION HOLELOG Hole# 'Depth%from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. . o ' C nsistenc Gravel) r7 c /08.-13 ��` Nl—C_ DEEP OBSERVATION HOLE LOG Bole# _• jBould6m. Depthfroirr "SoiCHoiizoa'r -� Soil Texture -�;--•-Soil Color -:. SoilSurface(in.) {USDA) (Munsell) Mottling (Stnictore;Stone onsi f c 'DEEP OBSERVATION HOLE LOG Hole# Depttrfrom Soil Horizon Soil Texture Soil Color Soil other, Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones.Boulders. — onsi ten el r . Flood Inswa4e Rate Map: Above 5A0 year[loud boundary No Yc ., Witlua 900 year boundary Np�` Yes within 10o year flood boundary No \ Yes Depth of Natu#all .Occurrin Pervious Material Does at least fo feet of naturally occurring pervious material exist in all areas observed throughout the area proposed Or the soil absorption.system? )00 2 If not,what is the depth of naturally occurring pervious material? Certification. . I certify that on (dateyi have passed the-soil evaluator examination approved by the Department of 1nvironmental Protection and.that the above analysis was performed-by iil�e;consistent with thexrequired. ,expertise and experience described in 310 CNM 15.017. t Sir. Daw gnature _. Q.1SEMICWERCf; RM:000 _ �70 05 r QUITCLAIM DEED I, ALBERT A. TARTAGLIA, of 8.$ Tellegen Trail, Centerville, Barnstable County, Massachusetts, for consideration paid of ONE ($1 .00) DOLLAR, grant to KATHLEEN I . LACLAIR, of 37 Ward Street, Rockville, Connecticut 06066, with QUITCLAIM COVENANTS, the land in Barnstable (Centerville), Barnstable County, Massachusetts, described. as follows: Containing 21 , 200 square feet of land and being shown as Lot 8 on Plan of Land entitled "Herring Run" Subdivision Plan of Land in y Centerville, Barnstable, Massachusetts for Normest Development Corporation Scale 1 " = 40' August 16, 1971 , Barnstable Survey Consultants, Inc. , West Yarmouth, Massachusetts. Said Plan being duly recorded with the Barnstable Registry of Deeds in Plan Book 254, Page 52. } For title, see deed from Normest Homes, Inc. dated January 5, �S 1976 and recorded with Barnstable County Registry of Deeds in L Book 2284, Page 309. WITNESS my hand and seal, this � tl-,- day of 1997. Albert A. Tartag is d COMMONWEALTH OF MASSACHUSETTS r Barnstable, ss. ! 97 Then personally appeared the above-named Albert A. acknowledged the foregoing to be his free act and Q) me, Notary Public My commission expires: 1 Z.G BARNSTABEE REG161hy of DLEW I ems, A- i N Wequaquet � RUN � _—_- - ---- ® Lake 52 HERRING ditch (approx.) __—__ ___---- gK• 254 PG Scour Line °f_ _—__---- PL. 200'f � A r o� s �o�° s� "% Rue 2 Great Marsh Rd o y � o t 8 Qr�P LOCUS West Morn St f LOT 7 LOCUS MAP 20,480f S.F. NOT TO SCALE Map 230 Parcel 151 � a �t o�porGh 1 � O GENERAL NOTES: P O 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. # O 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Conc. j ^ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Patio j = LOCAL RULES AND REGULATIONS. I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE N DESIGN ENGINEER. � 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O /EXISTING i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �- HOUSE (#85) ¢ ENGINEER BEFORE CONSTRUCTION CONTINUES. TOF=99.871 [ Conc. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Pod --- w—_— 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF H HEALTH. FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. BUFFER ZONE —_ _ - a _ - _ �, Q 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. coo coo 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. x 99.09 —fit I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROPOSED SEPTIC TANK Q O THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING + 98.88 O / p 98.48 CONSTRUCTION. 9 � �89� �.�� � /�Fj I 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS OWNER OF RECORD ��t� }������ �� / 0�• Q IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �� L�o �� Benchmark Set REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). TARTAGLIA, ALBERT A. P,� i % IAFRATE, JOSEPH E. P% k�01,� �' i�� �`��' OUTSIDE CORNER/GONG. STEP 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE .41 BLANTYRE AVENUE EL.=100.00 (Assumed) INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. CENTERVILLE, MA 02632 1 ` S 9 .S4 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 1�0 7P P-2 F IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. LEGEND � �F MASf9 ` x 8. 4 PLAN REFERENCE: PLAN BOOK 254 / PAGE 52 (LOT 7) —— fj 99 ——EXISTING CONTOUR ��P �yG — 3 EXISTING CESSPOOL x 8.96 i PROPOSED SEPTIC SYSTEM UPGRADE PLAN x 100.98 EXISTING SPOT GRADE PETER T. p� To BE REM0VED McENTEE �.! (SEE, ALSO, NOTE 11) t i 85 TELLEGEN TRAIL CENTERVILLE MA W EXISTING WATER SERVICE o CIVIL "' 99.27 ' G EXISTING GAS SERVICE o. 351�09 S 2?`�8» Edge of 98��°✓t � �•� Prepared for: Bayview Corp., P.O. Box 2048, Centerville, MA 02632. —U.G. W.—UNDERGROUND WIRES �EPS1 ��C� SCALE DRAWN JOB. NO. s Engineering by: FSS E� 8 39 # Engineering Works, Inc. 1"-20' P.T.M. 257-08 TEST PIT ` 99.38 TTZ.L FCAW TR14IL 12 West Crossfield Road Forestdale, MA 02644 DATE �} �` L1`�O 2 CHECKED SHEET BENCHMARK 98.97 (508) 477-5313 11/21/08 P.T.M. 1 Of 2 t' NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:96.00 33.3' FOR A DISTANCE OF 15' AROUND THE r----I�----7----r----n-----�-�� SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. I I I IROW 11 I I I r----I�----t----fi----rl----1 1r, INSTALL RISERS & COVERS OVER INLET,& INSTALL RISER & COVER PROPOSED S.A.S. r I 1 , IROW 2OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ----I+----+----+ ----1I-----I °Q INSTALL INSPECTION ,PORT OVER END UNIT I I I 'ROW 31 I I I T.O.F.=99.87 1; 4---J��--- 1,----11i---Llr---J EXISTING F.G. EL: 99.0(MAX.) _ _1R�W 4i�____ F.G. EL.=99.Ot F.G. EL: 99.Ot , MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 0.5' BIODIFFUSER UNIT (TYP.) w INSPECTION CONTOURED WEDGE (TYP.) IV = L = 10' L 3' L = i 6'(MAX) PORT O S=2% (MIN.) O S=19 (MIN.) ® S=1% (MIN.) STEP ROW 4 IN BY 0.5 FT.4"' 4"SCH40 PVC `" y'` ' ' '` SCH40 PVC 4"SCH40 PVC 6, TOP LOAD UNITS 10" 14" 6 16"(MIN. TO INVERT ROWS 1 - 3: 5 UNITS + 2 CONTOURED WEDGES INV.=96.95 48" LIQUID 19" TO INVERT DESIGN ROW 4:............4 UNITS + 2 CONTOURED WEDGES LEVEL cAsADD INV.=96.66 PROPOSED INV.=96.49 INV.=96.70 D-BOX S.A.S. CONFIGURATION 4 OUTLETS (MIN.) INV.=96.33 MAX. LENGTH = 33.3' (SEE S.A.S. CONFIGURATION) FLt PROPOSED SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) MODIFY INTERIOR PLUMBING ESTABLISH VEGETATIVE COVER 75" --so SET INVERT AT EL.=97.20 BACKFILL WITH"BEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS INV. ELEV.=96.33 BREAKOUT=TOP TOP ELEV.=96.00 NOTES: BOTTOM ELEV.=94.67 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 2.83 76 TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' MIN. ABOVE BOTTOM OF STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' EXISTING SUITABLE PROFILE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=87.9 = MATERIAL 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4 ROWS OF 16" (H-20) ADS BIODIFFUSER UNITS WITH AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO SEPARATION BETWEEN EACH ROW & NO STONE �- 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 16" INVERTS PRIOR TO CONSTRUCTION. 1 ROW WITH 4 UNITS AND 2 CONTOURED WEDGES 11 L c e",U) 3 ROWS WITH 5 UNITS AND 2 CONTOURED WEDGES SEPTIC SYSTEM PROFILE TYPICAL sECTION N.T.S. " SECTION END CAP DESIGN CRITERIA SOIL LOG 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT f NUMBER OF BEDROOMS: 4 BEDROOMS DATE: NOVEMBER 18, 2008 (REF# 12,418) MODEL 16" HICAP SOIL EVALUATOR: PETER McENTEE PE CSE LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SOIL TEXTURAL CLASS: CLASS I r / i / / % / �/ j,. jj �, / / o„( .,...-- WITNESS: ''DONALD DESMARAIS-HEALTH AGENT TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN PERCOLATION RATE: 4 MIN./IN. / /// /// /.r //,,d� GIB -Y"' E EFFECTIVE LENGTH 75 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. ' / pt) ,. w-'-' Elev. TP 1 Depth Elev. TP-2 Depth SIDE WALL HEIGHT 11.2" DAILY FLOW: 440 G.P.D. DESIGN FLOW: 440 G.P.D. //i /�; R`� 99.0 ' 0" 98.9 q 0" OVERALL HEIGHT 16" 1 FILL SANDY LOAM 4640 TRUEMAN BLVD GARBAGE GRINDER: NO / v 00 97.5 18" 10YR 3/3 OVERALL WIDTH 34" /Gs� •9, A SANDY LOAM 97.9 12' Emm"R 13.6 CF ® HILLIARD, OHIO 43026 LEACHING AREA REQUIRED: (440) = 594.6 S.F. 45 4' 97 2 10YR 3/3 22>. B SANNDDRY LOAM CAPACITY •74 0 B SANDY LOAM 5/6 (101.7 GAL) ADVANCED DRAINAGE SYSTEMS. INC. PROPOSEDEPROPOSEUDSBOXC. TANK:ILET, 4 OUTLET (MNIMUCALLON ITY M), H-10 RATED 9�, C1 1OYR 5/6 959 C1 54" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 95.8 38>' 54> USE 4 Rows of s" -20 ADS BIODIFFUSER UNITS SED D.�C�'r LOAMY SAND LOAMY5Y 5/4 D P�sc 85 TELLEGEN TRAIL, CENTERVILLE, MA % Op0 „e•a 92 0 2.5Y 5/4 89.9 108" W/ NO STONE - REFER TO S.A.S. CONFIGURATION PR C2' M-C SAND 84 C2 M-C SAND Prepared for: Bayview Corp., P.O. Box 2048, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE b ��s"'� 2.5Y 6/4 2.5Y 6/4 SCALE DRAWN JOB. NO. 207CGRAVEL 20%GRAVEL Engineering by: BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) TS P.T.M. 257-OS ((19 UNITS x 6.25 LF)+(S x 1' WEDGES)) x 4.7 SF/LF = 595.7 SF 88.0 132 87.9 132" Engineering Works, Inc.Ine S.A.S. PERC RATE 4 MIN/IN. ("Cl" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. LAYOUT DESIGN FLOW PROVIDED: 0.74 GPD/SF x 595.7 SF = 440.8 GPD "C1" HORIZON - MOST RESTRICTIVE HORIZON 508 477-5313 11/21/08 P.T.M. 2 of 2 NO GROUNDWATER OBSERVED ( ) < +V i NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:96.00 f---- 33.3' -� FOR A DISTANCE OF 15' AROUND THE ----rr----T---- T ----rl---�-� SEPTIC TANK PROPOSED D-BOX PERIMETER.OF THE S.A.S. I I I CROW 11 I I 1 f t-----I-r----t---- fi----rl----1 1r, INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. I I I )ROW 21 I I I 0 OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE P----I+----+----+----I-I-----I INSTALL INSPECTION PORT OVER END UNIT 1 I I IRpW 31 I I I T.O.F.=99.87 4----Ili EXISTING F.G. EL: 99.0(MAX.) , ---J - -1----LL---J -L F.G. EL.=99.Ot � F.G. EL: 99.Ot fMAINTAIN 2% GRADE (MIN.) OVER S.A.S. 0.5' BIODIFFUSER UNIT (TYP.) Iw INSPECTION CONTOURED WEDGE (TYP.) L 10. L = 3' L = 16'(MAX) PORT 0 S=2% (MIN.) @ S=1% (MIN.) @ S=1% (MIN.) STEP ROW 4 IN BY 0.5 FT. 4 SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC TOP LOAD UNITS 10 14 6 16"(MIN. TO INVERT ROWS 1 - 3: 5 UNITS + 2 CONTOURED WEDGES INV.=96.95 48" LIQUID 19" TO INVERT DESIGN ROW 4:............4 UNITS + 2 CONTOURED WEDGES LEVEL ADD INV.=96.66 PROPOSED INV.=96.49 GAS eAFFLE S.A.S. CONFIGURATION INV.=96.70 D-BOX 4 OUTLETS (MIN.) INV.=96.33 MAX. LENGTH 33.3' (SEE S.A.S, CONFIGURATION) PROPOSED SEPTIC TANK OIL ABSORPTION SYSTEM (PROFILE) PLUMBING ESTABLISH VEGETATIVE COVER 75" MODIFY INTERIOR SET INVERT AT EL.=90 BACKFILL WITHNdEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS INV. ELEV.=96.33 BREAKOUT=TOP TOP ELEV.=96.00 NOTES: BOTTOM ELEV.=94.67 m®Im nIII®n 76" 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE ' MIN. ABOVE BOTTOM OF TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4 EFFECTIVE WIDTH=11.3' PROFILE STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. If EXISTING SUITABLE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=87.9 = MATERIAL 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4 ROWS OF 16" (H-20) ADS BIODIFFUSER UNITS WITH AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO SEPARATION BETWEEN EACH ROW & NO STONE 01 - 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 16" INVERTS PRIOR TO CONSTRUCTION. 1 ROW WITH 4 UNITS AND 2 CONTOURED WEDGES 11.2 3 ROWS WITH 5 UNITS AND 2 CONTOURED WEDGES _ SEPTIC SYSTEM PROFILE iYPICAN.SEcrION --_-34"----� 1 SECTION FND CAP N.T.S. I DESIGN CRITERIA SOIL LOG 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT NUMBER OF BEDROOMS: 4 BEDROOMS DATE: NOVEMBER 18, 2008 (REF# 12,418) MODEL 16" HICAP SOIL TEXTURAL CLASS: CLASS I , / �, �, �� �„ SOIL EVALUATOR: PETER McENTEE PE CSE LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DESIGN PERCOLATION RATE: 4 MIN./IN. f if/f �// / '� a" i ` Y WITNESS: ,DONALD DESMARAIS-HEALTH AGENT EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY �/i` // // f�'� �® t} G•w" ' Elev. TP ' 1 Depth Ele, TP-2 Depth SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. FLOW: if DAILY DESIGN F FILL LOW: 440 G.P.D. f f/ f/ 99.0 0' 98.9 A SANDY LOAM 0" OVERALL HEIGHT 16" 640 TRUEMAN BLVD 11 f//�� ;00 ��� �� 975 18" 10YR 3/3 OVERALL WIDTH 34" 4 GARBAGE GRINDER: NO / � .0, A SANDY LOAM 97.9 12'" 90PUBG HILLIARD, OHIO 43026 LEACHING AREA REQUIRED: (440) = 594.6 S.F. ^' 10YR 3/3 B SANDY LOAM 13.6 CF 74 45.4' 97.2 22" 10YR 5/6 CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. EPROPOSED SEPTIC TANK: 1500 GALLON CAPACITY �9 ,�", , B SANDY 5/6M �5 9 C1 36 PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED �. 95.8 38" S4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN ' � 5 �S e� Cl LOAMY SAND PERC USE 4 ROWS OF 16" (I�- -20) ADS BIODIFFUSER UNITS s EO f• LOAMY SAND 2.5Y 5/4 66" 85 TELLEGEN TRAIL, CENTERVfLLE, MA e Opts � 2.SY 5/4 89 9 108" W1 NO STONE - REFER TO S.A.S. CONFIGURATION ; PR 92.0 C2 M-C SAND 84 C2 M-c SAND Prepared for: Boyview Corp., P.O. Box 2048, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE ��' 20%'a GRAVEL 20% GRAVEL NTS 2.5Y 6/4 Engineering by: SCALE DRAWN JOB. N0. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 88.0 1 132" 87.9 132- Engineering Works, Inc. P.T.M. 257-08 ((19 UNITS x 6.25 LF)+(8 x 1' WEDGES)) x 4.7 SF/LF = 595.7 SF PERC RATE 4 MIN/IN. ("C1" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. = 440.8 GPD S.A.S. LAYOUT "cl" HORIZON - MOST RESTRICTIVE HORIZON 11/21/08 P.T.M. 2 of 2 DESIGN FLOW PROVIDED: 0.74 GPD/SF x 595.7 SF }NO GROUNDWATER OBSERVED 1 (508) 477-5313 I mmc [%RV SOIL TEST j TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE DATE OF SOIL TEST N_OVEMjER 18L 2008 10 FT. MINIMUM FROM SLAB SOIL TEST DONE BY p•_McENTEE _ ELEV. = 99_87 _ WI ---_-_- P#1 2941 8 10 FT. MINIMUM CLEAN SAND WITNESSED BY �, OESMA�2�jS (ASSUME 4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 ELEV D) CONCRETE INSPECTION PORT COVERS �LOAM AND SEED OBSERVATION MIN. PITCH 1/8" PER FT. 2" LAYER OF T _. 1/8" TO 1/2" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER i WASHED STONE _._T,__' 99.0 MAX. OR FILTER FABRIC VENT 0-18" FILL NO 1 3r 4" CAST IRON PIPE ! 96.75 MIN. NOT REQUIRED 18-22" A SANDY LOAM 10YR3/3 (OR EQUAL) MINIMUM 22-38" B SANDY LOAM 10YR5j6 PITCH 1/4" PER FT. FLOW TEE f LEVELERS 1 38-84" C1 LOAMY SAND 2.5Y5/4 FLOW LINE 84-132" C2 MED./COAR. SAND 2.5Y6/4 120% GRAVEL ELEV. _ _97.2Q_ I 10" ❑ ❑ ❑ ❑ ❑ O ❑ CD ❑ ❑ NO WATER ENCOUNTERED AT ?32_ ELEV. _ _ 88.0 _ / MIN. - _ -""� 22 0 0 0 ELEV. Q6.70 J LEVOEL o ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ( o ° --- .9° ° OBSERVATION HOLE 2 ELEV.= 98.9 I ELEV. _ _ ��_J BAFFLE ELEV. 95.67 6" SUMP -ELEV. _ _95�50_ o ° ', `� . 3 S -- - ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �° 2 ° PERCOLATION RATE _ _{__ MIN./INCH AT ,65 _ INCHES DISTRIBUTION ° ° ° ELEv. _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1- ° LIQUID OUT �� -$125_ ° °° ° ° ° ELEV. _ _93 25_. DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH ( ) EXISTING 500 GALLON GALLEYS WITH 0-12" A SANDY LOAM 10YR3f3 NO { 4 FEET 14 INCHES TO BE WATER TESTED S z 5 FEET 19 INCHES 1 WO GALLON IF MORE THAN ONE OUTLET STONE IN AN 12-36" B SANDY LOAM 10YR5/6 6 EE• 24 INCHES (TO BE PLACED ON FIRM BASE) 13 X 25 X 2 TRENCH FCRMATION .35 WELL. N/A ' 36-108" C1 LOAMY SAND 2.5Y5/4 I 8 FEET 34 INCHES SEPTIC TANK / -- ZONE 108-132" C2 MED./COAR. SAND 2.5Y6/4 207 GRAVEL 3/4" TO 1 1/2" CLEAN -� SOIL ABSORP � C14A INDEX 1 DOUBLE WASHED STONE S�ST�M (SAS) c A cSAS� ADJUST NO WATER ENCOUNTERED AT �32 T ELEV. 87•9 _ FREE OF FINES & SILT J J M = DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE + NUMBER OF BEDROOMS _ 4 _ NOT TO SCALE USGS PROBABLE WATER TABLE LEV. = ------ GARBAGE DISPOSAL UNIT -- - j OBSERVED WATER TABLE ( / / ) ELEV. = _ TOTAL ESTIMATED FLOW 1( BOTTOM OF TEST HOLE ELEV. = _�Z.�_ ( 110 GAL/BR./DAY X 4 _ St.)TANK - 4SAW%_ GAL./DAY REQUIRED SE} ACTUAL SIZEPTIC OF SEPTIC TANKCITY _ GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE MIN./IN. EFFLUENT LOADING RATE 0.746 GAL./DAY/S.F. LEACHING AREA _/ 615.9- SQ. FT. (427.80)+(94.03X2) LEACHING, CAPACITY (AREA X RATE) -40= GALJDAY 615.95 X 0.74 RESERVE LEACHING CAPACITY N-QW, GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR I THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 0 WITHIN 6" OF FINISHED GRADE. T 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF CA WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 100'BUFFS q USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. �'97.9 ,,<j 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE.5. NO .)LTERMINAT TJN HAS BEEN mADE AS ,C COMPLIANCE DEEDED OR ZONING REGULATIONS. 98 OWNER / APPLICANT !S TO 98.7 1 �' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. € 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 99.5 - - _98:2 - PRIOR TO COMMENCING WORK ON SITE. 98 2 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION f IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. • i � 8. PARCEL IS IN FLOOD ZONE I Ma.8 ___ .-- w -�. 98,3 9. LOT IS SHOWN ON ASSESSORS MAP _ _ AS PARCEL 1�1 `� l 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE `v° 98 7 C�. N REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). 1 y 11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS 9 8.7 96.� RO N �'`• � (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). LOT 7 L(oX 12. EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REMOVED ALONG 20,480 t S.F. \ 06 i WITH ANY POLLUTED SOILS ENCOUNTERED. D0. \4 x 99.9 N . 31341 s. 99. a\ 99.2 . 99.298.8 FPS, �,STE/ APPROVED" BOARD OF HEALTH c ` 0 ,. SOIL 4L LAN � ` `TEST 2 / v � , O D. ` l SOIL BOX a/ TEST 1 DATE AGENT ; V N r_ 71 o° CENTERVIUZ MASS. PROPOSED SEPTIC DESIGN ' FOR 19 LIMIT 5' V GSA LLC 20.0' 13. o_ OVERDIDtG LOC. 85 71701 .EGEN TRAIL . 98.9 1500 GALLON ��''11��11 j � " j ��"��1 SEPTIC TANK / i CENTER V ILLS, MASS. 5 203 uc ROAD RNG y�,i � 508-- P. O. BOX 7"3 g'f LEGEND: �,/ �, 385--6900 SOUTH DENNIS, MASS. 02660 I 16 EXISTING SPOT ELEVATION 00,0 { EXISTING CONTOUR ----00---- Q % ' FINAL SPOT ELEVATION 0 GATE JIJLY Z1 , 2017 SCALE i " - 20' FINAL CONTOUR ® ROUTE 28 WEST ivlglN ) �---- SOIL TEST LOCATION ° _ UTILITY POLE REV. ► L J74- V0TON WATER -W q ? CATCH BASIN GAS LINE CLEAN OUT C v REV. cEssPooL C.P. LOCATION k1AP -��j E:H�EET 1 OF 1 0 i C. �S8\PRO,1�7894-00';dw2 ,7894-.`;AS.PWG 02017 SWEETSER ENGINEERING SOIL TESL` TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE DATE OF SOIL TEST NOV�MR€R_ 1$�_2.008 10 FT. MINIMUM FROM SLAB SOIL TEST DONE BY P•_MENTEE________ ELEV. - 99_87 _ 10 FT. MINIMUM CLEAN SAND WITNESSED BY �D-_QI`2LAPA1 -------- P#1 2t418 (ASSUMED) CONCRETE -INSPECTION PORT COVERS 4" SCHEDULE 40 PVC PIPE r-LOAM AND SEED OBSERVATION`TION HOLE E 1 _ f MIN. PITCH 1/8" PER FT. 2" LAYER OF 6'6 C11�V1�1 V�..L / \ 1/8' TO 1/2" DEPTH HORiZ I TEXTURE COLOR MOTT. OTHER - WASHED STONE T IRON PIPE ".0 MAX. OR 98.75 MINFILTER �RIC I VENT � 08182" A ISANDYI LOAM 10YR3/3 LL NO 3' 4 CAS RO NOT REQUIRED (OR EQUAL) MINIMUM _ { PITCH 1/4" PER FT. FLOW Z z 22-38" B SANDY LOAM 10YR5/6 TEE i LEVEL IRS ,, � � 138-84" C1 LOAMY SAND 2.5Y5/4 i FLOW LINE a' i8� 4 132" C2 MED./COAR. SAND 2.5Y6/4 !207. GRAVEL 1 FL --_�l___ ELEV. = 97•�0_ MIN - ❑ ❑ D ❑ ❑ O ❑ ❑ ❑ ❑ ❑ NO WATER ENCOUNTERED AT 32 w ELEV. s __ g'�_ 2 0 0 ° ELEV. 9810 LEVEL o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ of ^� �+�}� ° o `«a,+8SER YA !1ON H 2 ELEV.=--98.9_ ELEV. _ _$���_ BAFFLE ELEV. _ _ .�87 6' SUMP ELEV. _ _�5�+ _ o o -- -- 0 0 ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 2� o PERCOLATION RATE < ± MiN./INCH AT 65 - INCHES I DISTRIBUTION ELEV. s ° °°° D ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , ° o o c 9&25 `-` DEPTH HORIZ TEXTURE COLOR MOTT, OTHER I LIQUID OUTLET 1 BOX ° ° ELEV. 4DEPTI� TEE FEET 14 INCHES (EXISTING) TO BE WATER TESTED ?� 500 GALLON GALLEYS WITH _ 0-12" A SANDY LOAM 10YR3/3 NO z 12-36 B SANDY LOAM 10YR5/6 5 FEET 19 INCHES 1�O+D GALLON IF MORE THAN ONE OUTLET STONE IN AN �I r 6 FEET 24 INCHES 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) 13' X 25' X 2' TRENCH FORMATION ? i WELL N1A-. j 36-108 Cl LOAMY SAND 2.5Y5/4 ` 18 FEET 34 INCHES SEP 11C TANK � •� ZONE 108-132" C2 MED./COAR. SAND 2.5Y6/4 I20% GRAVEL J t 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION INDEX DOUBLE WASH D&STONE S ly SAS ADJUST ► O WATER ENCOUNTERED AT 132_ ELEV. _ _ 87.9 _ I FREEILTIYI SEWAGE DISPOSAL SYSTEM PROFILE � DESIGN CALCULATIONS i NUMBER OF BEDROOMS 4 i NOT TO SCALE USGS PROBABLE WATER TABLE LEV. _ ______ GARBAGE DISPOSAL UNIT _ t OBSERVED WATER TABLE ( / / ) ELEV. _ ------ TOTAL ESTIMATED FLOW BOTTOM OF TEST HOLE ELEV. _ ( 110 GAL/BR./DAY X . 4 OR.) _ _ GAL./DAY c REQUIRED SEPTIC TANK CAPACITY GAL. ACTUAL SIZE OF SEPTIC TANK _1__ GAL. k SOIL CLASSIFICATIONDESIGN RA } EEFFLUENT LOADING R TES 0.74 GAL /DAY/S.F. LEACHING AREA SO. FT. ! (427.89)+(94.03X2) LEACHING CAPACITY AREA X RATE) GAL./DAY 615.95 X 0.74 RESERVE LEACHING CAPACITY _ GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL. BE BROUGHT TO ON WITHIN 6" OF FINISHED GRADE. oa 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN S 100, cai S 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ! BL/FFER USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH 98.1 `+ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 98.7 % \ ' OBTAIN SUCH DETERMINATION FROM .APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE It 99.5 ----`-� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS DRIVE S O BE BROUGHT O 98.2 SITE CONDITIONS PRIOR TO COM THE ENTIO OF THE DESIGN ING WORK ON N SITE,ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE X T- 98.8 -- 98.3 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL AND 99.s 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND 31:1444 FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE `� �` r<^,P.IN REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). \iUi1. 1 i 98.7 11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS 98.7 98•A, (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW) is 1 LOT 7 v * 12. EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REMOVED ALONG 20,480 t S.F �' L- -` f \ P ` �1�,�o WITH ANY POLLUTED SOILS ENCOUNTERED. 6.00 � 99.2 , 99.298.8 AL APPROVED: BOARD OF HEALTH 0 r'cA. SOIL � a4✓�;•<„ti.,o�- . `TEST 2 D. SOIL - .. a. r� BOx ` C TEST 1 DATE AGENT 0 CENTERVIL LE, MASS. PROPOSED SEPTIC DESIGN ` 1 FOR --- ., HOLDINGS, L C o LIMIT OF 5' : 20 1�19 o OVERDIG 4 � LOC. 85 TELLEGEN TRAIL 1500 GALLON _ �! SEPTIC TANK �' ENTE , Swim] IWGDvrmtm ~\� 203 SETUCKET ROAD i`��/ <<�, 508- P. 0. B 0 X 713 LEGEND- tad G'� 385-6900 SOUTH DENNIS, MASS n�6600J EXISTING SPOT ELEVATION 00.0 Q EXISTING CONTOUR ----00---- w FINAL SPOT ELEVATION J i __. _ DATE JU LY 31 , 2 U 1 7 , SCA�E _ L n'� ' FINAL OTI LOCATION ROUTE 28 WEST MAIN �~ ' ! UTILITY POLE -� � SOIL TES '/ r-� TOWN WATER JOB N0. 7894�--O�J CATCH BASIN ® � GAS LINE -- CLEAN OUT c`�.~ - LOCATION MAP REV. [SHEET 1 OF 1 CESSPOOL C.P. O --� � W � R C. �S8,PROJ'1 7894--00ydwg 7894-SA.S'DKV 02017 SWEETSER ENGINEERING