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HomeMy WebLinkAbout0076 FIFTH AVENUE (HYANNIS) - Health 76 Fifth Avenue Hyannisport . A=246-120 I o TOWN OF BARNSTABLEQo LOCATION Xd� I/ ` SEWAGE# U 1 VILLAGEty,f/ 1,;,;< .nor ASSESSOR'S MAP&PARCEL �� �1Z0 /ll INSTALLERS NAME&PHONE NO. Ce.Vet f o i. SEPTIC TANK CAPACITYx s✓ D� LEACHING FACILITY:(type) t�A.s o FS f",(size) 33 NO.OF BEDROOMS S OWNER ` aYio 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) ✓ucrea 'i Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1H Feet FURNISHED BYE. Nl� _ \ 4 'i No. G F Fee /eV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �x PUBLIC 14'EALTH DIVISION - TOWN OF BARNSTABLt, MASSACHUSETTS Yes ftplitation for bisposal *pStrm ConstCULtion 3pErmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 76 Fi F-h ,_V.0— n�� O is Name,Address,and Tel.No. Assessor's Map/Parcel 6 — /, Q �j�J / I`L Lo A le r a Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel. (0✓a r,P? -T e (yri'kio 1, b S Type of Building: p Dwelling No.of Bedrooms ,:5: Lot Size b,UU o sq.ft. Garbage Grinder( ) Other Type of Building lz e C t r�I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SS® gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 He e Date Application Appro �6 Date Application Disapproved by Date for the following reasons Permit No. Date Issued /� No. Ll / 1 f Fee w THE COMMONWEALTH OF MASSACHUSETTS.. Entered in computer: E"A PUBLIC OL'TH DIVISION -TOWN OF BARNSTABLWVIVI SSACHUSETTS Yes. Zipplicatlon for Bisposal *pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 76 �i F�k -4 Vf—� 1f`1�a Ow er's Name,Address,and Tel.No. Assessor's Map/Parcel -�byll,4fe Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No). 2 VO 7' I' _L l� i ►1 rt.� LlJ4 S T)rpe of Building: Dwelling No.of Bedrooms Lot Size 2,UU U sq.ft. Garbage Grinder( ) Other Type of Building C,'r�{��No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SSQ gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil t i � Nature of Repairs or Alterations(Answer when applicable) 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 Hea e Date Application Appro dly Date // Application Disapproved by Date for the following reasons Permit No c � "41 q f' Date Issued 56 g 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 /�rd!S �X�Gr/� /r �✓1 at -76 ti,/,-�A A4 Ve has been constructed in accordance f with the provisions s of Title 5 and the for Disposal System Construction Permit N0X0g4T3 dated 1 Installer -°� Designer MCC, #bedrooms Approved design flow 5�J gpd The issuance of this permit shall no•be construed as a guarantee that the system 57Rn t•on des'gned. Date &1)(3 ©g Inspect--�.. -- ------------- -------- ------- - No. ----- -------------Fee--/--- . ° - �%q D 0 - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS BispoBal *pstem Construction permit Permission is hereby granted to Construct( /) Repair( ) Upgrade( ) Abandon( ) System located at -7(-1 �l Ff 4 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mu t be completed within three years of the date of this permit. Date r9(� �0 Approved bY— I_ '1-, Y04/2008 09:25 5084775313 ENGINEERING WORKS PAGE 01 ti f Town of Barnstable Replatory Serrices Thowas F. Geiler,DirmeoIr ' lllab k Health Mbiion s'i r Thomas McKean,Direewr 20 M&W Street,HyaWls,MA idol. ;r 10 Offm: 5,0. 9-86 Fait: 508-79M304 sewer�'ff f# �GIJ�-/�� �ses�>res Map1F. e1 � �v �.t� (YlcQf='LQ Is y, I N�r ice, f�'t I>mrr�e /26�S 7C Cct U a -4�- J i7 t y p a;,ry a, T,.d-. i9}ili�Yfll �e �� SY-44-A Addrest. /sty,[ i z� ---- - - I � k l n S v� 1 was issued a permit to install a , ' (. . (installer) based on a&sign dmvr_a by (address) OF 4.f t the septic sy&Um referenced above was inmIlled submda wcordiAg to If th® which may include nor approved changes such as I ocadon of the :�. box and/or septic tank. I cably ttt the septic system refermccd above was hasta?ied with major chaqea i.e. W, .�&W 10' lateral relocation of the SAS or any vertical relocation of any component of the Septic systeM)but in acc,x4ance with Mate& Local Replations. Plan mvision or Y c4atfiM as-built by desipar to follows. �Y4A OFIN,�S II aF� PETER T. MC TEE E .A Si tare) " CIVIL' t�azY ,® ,9 No.3510 .^ OF "ISTSP` is :.?• Oi+1 r >1 � IeLIIILIC a,, .'I"� FIIt. C7��1[P �87B OF U LSSUED Ull�9`II. �A�]( T�Ly& F'® AM tIH��' — '7 PUBLIC 1k�Id�I,7f�DDl[1'TSI®ta1 I�R,i�XIDYI. Q:HeOWSWfioMftipw Cardficaidon Fan 3-26-04.doc ?.5. of Y; Town of Barnstable P# Department of Regulatory Services z �8 Public Health Division. Date 4'�'�� o `Mxsa 200� Main Street,His MA 02601 Hyannis _. Date Scheduled = Time Fee Pd: �Q Soil nit:bility Assessment for Sew ge Disposal Performed By: Witnessed By: LO►:CAT-1 N tit QEN"t INFOR: TION :. Location Address Owner's Name rJ " Gl V1 °40 0-,(`T Address A i S W ,Assessor's Map/Parcel: -2_ / © Engineer's.Name 6\V� 6 f-t NEW CONSTRUCTION REPAIR Telephone# .SSG$ H "j -]j 3 Land Use _re,5 1 d6 h+-1 C, Slopes(%) 6q 1— Surface Stones Distances from: Open Water Body 7�7 _ft Possible Wet Area :;�Za,, ft Drinking Water Well-_-ZL5�0_ft Drainage Way 7 1 0-6 A Property Line 15 zo ft Other ft SKETCH:(Street name dim testhoiEs&perc es ovate wet ands in proximity to holes) l Z., O BARWA LE 0 PM I: 18 n i 611RISCU Parent material(geologic) (J U''��G. l aCN4� Depth to Bedrock 3 Depth to Groundwater:.Standing Water in Hole: Weeping from Pit Pacs �J2A Estimated Seasonal High Groundwater ;> ?!CO DETEVITI1ATIONU/eI7 EAS.ONA'L G Method Used NO (St1J �vyl Depth Observed standing in obs.hole: In. Depth to soil mottles: in, Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft Index Well# Reading Date: Index Well level Adj,factor Ad1,Groundwater Level I'EI'COLA'I`�GF�:TEaT Observation Hole# Time at 9" Depth of Perc J Time at 6" Start Pre-soak Time @ 150 ZZ4 Time(9"-6") End Pre-soak �>f ✓K , j v) Rate Min./Inch L Z' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning: Q:\SEPTIC\PERCFORM.DOC VEEP OBSERVATION HOLE LOG Hole#_► Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Consistenc %Gravel d 1-Z- IT. 39 3 5�- 1 rz--!'1g 3�. C Z M ,��►vi(Jj Z 5 If-7/3 s+�c l 5 a Lake >po-0Gse�� DE ';OBS EIIVA,TIONHOL;ELQG Ho1e Depth from Soil Horizon Soil Texture Soil Color . Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,stones,Boulders. onsistenc %Gravel —22 l� '13 CG d►� , 5w 2 5- J3 D 0,00S.E., TION HOLE LOG Hole'## - . - JDepth-from Soil Horizon _ Soil Texture Soil Color Soil Other ( Surface(in.) ) Mottling-',:-(Sttucture- o,Stnes,,Bo (USDA) Munsell ulders.- Consistency, o Gravel DEEP ORSERVATION DOLE LOG Hotty# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Map: Vey -61 ` o Above 500 year flood, ood No_ Yes Y- Within 500 year boundary No Yes44- OF Within.100 year flood boundary No Yes r�'e i v1 Ste.llH�i � Death of.Naturally.O.ccurrine 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?. `f ems If not,what.is the depth of naturally occurring pervious material? P Y Certification I certifytha't on . (date)I have passed the soil evaluator examination approved byahe - Department of Environmental Protection and that the above analysis was performed,by me consistent with the required tr nin xpertise and experience described in 316 C MR 15.017. Z S ignatute.: Date� "�2 1 �. w Q:1SEP`CICIPERCFORM.DOC .i No.---79•---._..... .......... THE COMMONWEAL-TH-OF,-MASSACHUSETTS BOARD OF HEALTH l0 Town ...OF......Barnstable .... ................................................... �O ppliration for Disposal Works (foustrurtion Frrmit 7 a�U Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 391 5th Ave. Hyannispott ............__ -... - •- - ........... ......................... .•--•.......-----•-•-•---------•--.......------•---••---••-------•--•-•--•-------................. John PrendagasV"'-Address 54 Wendel St. , 'Rk*' °na, N.Y. 12143 ----------------------_........_......._.. ................................. --......---.....------•-•----••--•-----------•-••-----•--•......-•-•-- ................_..._..... Owner Address R..OP_sspaal....S.er.vizP.................................. 12B...Bishapa...Tesra�e.,,....Hyannis_.....02601 Installer Address Type of Building Size Lot............................Sq. feet U Dwelling No. of Bedrooms................... .Expansion Attic Garbage Grinder 04 Other—Type of Building ............................ No. of persons......3................... Showers ( ) — Cafeteria ( ) 04 Other fixtures -------------------------------- . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'ca.pacity......_.....gallons Length................ Width................ Diameter................ Depth.......... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No----_--------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-.--_-------_._-.--.,_-. (a, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•----------------------•--.....----•----------•-•--•..........•------------•---••--••-•-••--..............•-•-•---------•---•..:......--•-•---•---- O Description of Soil............. .and................... W ............. .... .. . A •-.;--......----- --------------..-------..._--------------------------•--------.-...--- ----------•-- ..................-------- F� ------- ------------------------------------------------------------.......---•----•--•-•----....----........_..... UNature of Repairs or Alterations—Ans er when applicable........jqq t alla ti on of a 1�500__ a110n kS_sp i --_ a _.and-...2-: ..-6X$ _pre-cast__leach_-_ s___ ) ----------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by e board f Liged / �—v. 5 7 7 9 .... ..�...._.,i.. .... Date 9 Application Approved By........... ---- .�............- s�!/� . . ................... 5•�---7.-�9--•-----•-- �`�� � ate Application Disapproved for the following reasons---------------•--•----••-•--•--•------------------------------•-------------•---•............................ ...........................•--------------•--•----•----------•---•---•----........------•---•--------••-----------•----....................•-•--------------------------•---------•----•---------•...... Date Permit No.........79-....................................... Issued.................5/ 7/79 Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T.O.W.n.........OF..........PA.rn.s t abl e........................................... 0rrtifirttte of TuOutpliFaurr THIS IS TO CERTIFY, That the Indiddu Se a e Di osal System nstructed ( or Re died (X ) by_A__&...B...Cesspool---Service? 12� is-lops terrace, yannis1 Ma. 02-601 I staller � at---391 5th Ave. , Hyannisport Join Prendagast has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code a de }*bed in the application for Disposal Works Construction Permit No........79''"..,%L.��_....... dated............5�..7.fg9................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... of . No.._..I� .. .. Fps50€�........ ---^ THE OMMO C NWEALTH OF MASSACHUSETTS BOARD OF HEALTH.. . Tom B stable - . ............ .... . .......... ........OF....... ........................ wf pplir ation for Di-epos al vrk� Tonstrurtion-'aunt Application is.hereby made for a-Permit-to-Construct ( ) or Repair (X) an Individual Sewage.;Disposal System if. 391 5il. A*e. �r nisp®tt _.... .....- -- ..............•.....--•••••_............. ...... . _ Jolns-Pre>ndaga ion-Address 54 Wendel St. , o Ei &aO N.Y. 12143 ........ ••. ................... ........... ........................._•.... Owner Address _-. __ .. yes a3.• .. �a ----------------•--------------- ...02601 Installer Address UType of Building Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms..................3.......................Expansion Attic ( ) Garbage Grinder ( ) 'k e� Other—Type of Building ____________________________ No. of persons......3................... Showers ( ) — Cafeteria ( ) dOther fixtures -----------------•-••-----•••••-- - -•---...---.---•-•---•••-••••----•-•-•---•-•---•••---- W Design Flow.............................................gallons per person per day. Total daily flow........____._..............................gallons. WSeptic Tank—Liquid'capacity.._.._______gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No......................Width.................... Total Length.................... Total leaching area............:.......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 0-4 Percolation Test Results Performed by----•----••---•---•-----••---••---------------••----•••-----------•_.._. Date....................................... 14 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.......:................ fXq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .---•-•----------------------------•-----•------•--•---...----------...---------....-•-•------------......................................................... O Description of Soil.............. ___.....__ :' • - ----• --_ ••. ---- ------- ••- ----jA tal1ation of a � 500 alloy U` Nature of Repairs or Alterations A s er when applicable____ ..__ >t____________ ________ A a-capt leach 'Pits ��'�que ��4,��8�)-' ----- Agreement: The undersigned agrees''to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b board . 5/ 7/79 Date Application Approved By...:- i&'� _______--•------- --------- � �, Date Application Disapproved for the following reasons:. _-..."'-----•-- _ . ..............................•--•-•-----•---•-------------...--•--------....:•-•-•---.......•------•-•••.. Date 79- 5/ 7/79 Permit No......... •-••-.......-•••-•-•-•••......-••••-_.... Issued. ------ -•••-•. •• ..... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .'Town.......:.OF........�� s table .. .................................. Tnrtifirttte 13f Tomptianrr TFffI I TO CER IF Th t the I u e Di em co or Re au by.A__&. ..�eS5SPm0� •��.."� �f�, 2 • .. .. ... �a �( 7A�d E (� ) • e -• - --•-- at...33_.91 5th AVes-°•• Hy iopgrt --- J6- '- 'rend est ---- -------------------- ------------ has been installed in accordance with the provisions of TI`Li of e o Sanitary Code-as d in the Th S t 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 T® Barnstable 7� AG $5 00 ........................................O F....................__...._.............._...._............_._.................._.... No.......... _-•--•- FEE.. �•--.......... a Uiipnpa l Works Tonottath nVamit A & B 0ess oolService 18 Bisho s Ter. Hyannis Permission is hereby grant-----------------•---•---------�----•--• --------. ---------�-----•---- Bishops�.....-----_...._.�.._ ......_.. to Const ( or a air ( ) n Individual Sewage Dip em 5 a1 . • yam spmr fiend est atNo_____________•--_------------....-----=----------•-..........___-------•-••••••-•_....-�--..-•----------.._.----------=----------•---...---- Street 79- 5! / 7/79, as\shown on the application for Disposal Works Construction P it N Dated.......................................... _..._..._i____....................... Board o ''' DATE `"• - -��-�I..--------------------- FORM 1255 .HOBBS & WARREN, INC., PUBLISHERS _ f r' II LEGEND N d N -i r... o Shorey ATTic _ ---- 98 - _._ EXISTING CONTOUR ® o BATH HALL X 100,98 EXISTING SPOT GRADE Craigvilfe a Beach Road RM. PL. BK, 109 PG. 59 ------ EXIST. WATER SVC ,(APPROX.) ' ATTIC W PROPOSED WATER SVC o Hyannis Port BED RM. � -_ � a Golf Club 17'x 15' -- O.h' OVERHEAD WIRES fD _ CO U-- UNDERGROUND WIRES f° Ma le StreetLn v SECOND FLOOR CD 0j TEST PIT' S 02*J 2" E LOCUS �t BENCHMARK 80.00' t Deck Lots 391 & J93 102 LOCUS MAP ENTRY lU --r�. .e _.. _. r, 8,DOOR S.F." -NOT TO SCALE BED RM. BED RM. BED RM. LNDRY. G Map 246 X ' 9'x 74' 10'x 11 10'x 11' Parcel 120 a :.. .—. .. -��-- GENERAL NOTES: z y BAH BATH - ' RM, BRAT . ( ti c, RR Tie wai 1 c ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL . BED RM, L1N1NG RM. 2 (1JK BOARD OF HEALTH AND THE DESIGN ENGINEER. CASED CASED o Q1 9 x 11 M � 2. ALL WORK. AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS °_ p L CODE, TITLE V, AND ANY APPLICABLE SUN RM, CD `.7 %� � arum mauraen a j � �"" °°""" "` LOCAL RULESAND ENVIRONMENTAL EXCEPT AS REQUESTED BELOW: - ' / i✓' % / r'' �/ %•' / , CD �! \ 310 CMR 15.405 1 b EX/ST%NG ' / F 1) A 13' setback, S.A.S. to Growl space, for o 7' setback. % HOUSE (#76�' O ;) -p 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / % f / ,' ; o ENTRY / f ; % ,�., O � TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ' - / Cj N DESIGN ENGINEER. QRST FLOOR N �� /�,�j ' ,f/ ,(Assumed) �/ /,•/�, oNp, 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING X to ! CELLAR %/%% CRAWL SPACE ✓ / / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ( /; °p U' %71 ' �O ENGINEER BEFORE CONSTRUCTION CONTINUES. / I/ /, I -- --- 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. T / j ! rfy 40 MIL POLY LINER i� / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / (CRAWL SPACE)'' SHRUBS SET 1 FT. OUTSIDE S.A.S. do THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PROPOSED WATER SERVICE I G> // / .. . ....... . ...� BETWEEN EL.= 96�0 - 94.0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �1°°° �, — EXISTING LEACH PIT - (SEE NOTE 13) ••'• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I n SHRUBS�� _ ���''r- --r- TO BE REMOVED - c 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S,A.S. +—� TP-1 (TOWN RECORD SHOW 2-PITS Benchmark Set --f :I PROPOSED. NO C.O.C. ISSUED} 9. ALL AREAS CLEARED FOR CONSTRUCTION-SHALL BE RESTORED AS ' rTP-2 1-PIT FOUND AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE' , Right car. bott. step 10 — �� EL.=99.70 (Assumed) o -�. `= -�-I- - DIRECTED BY THE APPROVING AUTHORITIES. ._ �� E _ =•�-—� �� PROPOSED S.A.S. 10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY.THE I LAWNs�_— ct— -- 16" ADS BIODIFFUSERS -� 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING EXISTING SEPTIC TANK U� . Ndv!of -- —�I•;�' ! ' jp' -•-�•-98•` ROW 1 (3 UNITS) . CONSTRUCTION. i ROW 2 & 3 4 UNI TS HRUBS', or ( - TOP OF TANK, EL.=98.48E , rn S g ) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL .�•' ROWS 4. 5 & 6 5 NIT 0 UNSUITABLE SOILS~ ry UNITS) INV.(OUT)=97.15t 517!t k'aJJ ,rerxW� SQ Q S,HRIIBS ( ) • -• ••-•-•-•-X Drive to _ ,, IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND -- .-. . .....___ __.•._...._�.._...._ ...-. .._._. _... TOTAL - 26 UNITS - REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). -U 0382 e.f .r. ��- • W _ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL. BE W + INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.' h 00 ,y98 O� M 13. CONTRACTOR SHALL CONSULT WITH HYANNIS WATER SYSTEMS TO DETERMINE. M 00' ' 1p LOCATION OF EXISTING WATER SERVICE. iF LOCATION CANNOT BE DETERMINED, 0,11 CG "� �O `p A NEW WATER SERVICE SHALL BE INSTALLED NO CLOSER THAN 10' TO THE L O` ` � Of �qS�9 EXISTING SEPTIC TANK AND PROPOSED S.A.S. FIFTH A VENUE k �P PETER T. �4-�� M PROPOSED SEPTIC SYSTEM UPGRADE PLAcEI, N g CIVIL 76 FIFTH AVENUE, WEST HYANNISPORT, MA o. 35109 Prepared for: Janice Predergast, P.O. Box 25, W. Hyannisport°, MA 02672 Engineering by: Surveying by: SCALE DRAWN JOB. NO. EngineeringWorb WARNER SURVEYING 1"=20' P.T.M. 199-08 h 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. ! (508) 477-5313 (508) 432-8309 8/19/08 P.T.M. > 1 of 2 k _ f i NOTE: TO PREVENT BREAKOUT, THE PROPOSED ' FINISH GRADE SHALL NOT BE < EL:95.33 FOR A 'DISTANCE OF 15' AROUND THE 6-4" POLYSEAL OUTLETS PERIMETER OF THE S.A.S. 21' SEPTIC TANK PROPOSED D-BOX 1 2" -� 211 1-4" POLYSEAL INLETS PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT ' T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE F.G, EL: 98.3(MAX.) O 0 EXISTING F.G. EL.=99.3t F.G. EL: 98.2f cv in MAINTAIN 27 GRADE MIN.) OVER S.A.S. u� ( o amm o I INSPECTION L 7' L = 19'(MAX) PORT @ S=1% (MIN.) @ S=1% (MIN.) CV TO View 4"SCH40 PVC 4"SCH40 PVC p Section la^ 14^ 6' 11,3" TO - B0 X EXISTING 48" LIQUID INVERT D LEVEL ADD GAS BAFFLE INV.=9 LNV.=96.50 6" ROWS (5 UNITS MAX.) AT 6.25'/UNIT = 31.3' INV.=97.15±15t jINV.=94.94 (SEE FIELD CONFIGURATION) EXISTING 1500 GALLON SEPTIC TANK EXISTING� -pROPOSED D-BOX SOIL ABSORPTION SYSTEM (PROFILE) ' (PER 1979 PERMIT-VERIFY) 6 OUTLETS (MIN.) RESTORE TO PRE-EXISTING CONDITION BA'CKFILL WITH CLEAN NATIVE OR 7 5„ PERC SAND TO TOP OF CHAMBERS 1 NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP FIELD CONFIGURATION STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=95.33 2 INV. ELEV.=94.94 PROPOSED S.A.S. INSTALL INLET & OUTLET TEES AS REQUIRED. Row 1 (3 UNITS) 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=94.00 ROWS24, 5 &46U(5TUNITS) AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 2.83' TOTAL = 26 UNITS �,� 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF 76 ` INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=17.0' (SEE FIELD CONFIGURATION) EXISTING SUITABLEPROFILE NO G.W., EL=88,5 = 7 MATERIAL SEPTIC SYSTEM PROFILE NORSOEPARATION WS BETWEEN EDACHBI ROW F& NOUTS STIONE WITH TYPICAL SECTION 16" N.T.S. .. .NTS' 1�I �7 7 "7 i7 jam! " `! � / %/ //'r/ SOIL LOG �..--34"--� r , EXISTING'' ; :/ !v ;/, f ; %HOUSE 76 ;�j!i DATE: JULY 22, 2008 (REF#12,296) SECTION END CAP i' �# SOIL EVALUATOR: PETER McENTEE PE ,/! 'TOF=99.86 / / i WITNESS: DONNA MIORANDI R.S. „„ DESIGN CRITERIA /' ! , /' / '/ , (Assumed);/ !//. '/ HEALTH AGENT 16 HIGH CAPACITY (H-20) 610DIFFUSER UNIT NUMBER OF BEDROOMS: _ 5 BEDROOMS (CELLAR) ///'�!(CRAWLr SPACE),,/! /;%�' ELEV. 1TP- 1 DEPTH ELEV. T'P-2 DEPTH / < i r r r 0 O MODEL 16" HICAP . CLASS I ' ' r / ' ' ! ! i 98.3 98.3 " SOIL TEXTURAL CLASS: � �� � ���>�.> � �,,,�,�,„�,„„„� � 'FILL FILL LENGTH 97•3~ 12" g7•3 12" 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DESIGN PERCOLATION RATE: <2 MIN/IN r% ! P •- ! /,(CRAWL SPACE)• N AI, A EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY _ DAILY FLOW: 550 G.P.D. ; , r SANDY LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. /; 10YR 4 2 10YR 4 2 SIDE WALL HEIGHT 11.2" DESIGN FLOW: 550 G_P.D. 4'""`�"'" " "�"" � � °ems 29 5'- 96.8 B II 18' 96.6 B 20 OVERALL HEIGHT 16" GARBAGE GRINDER: NOT. �ROVVI�1�1 CA SANDY LOAM SANDY LOAM OVERALL WIDTH 34" 10YR 5/8 10YR 5/8 4640 TRUEMAN BLVD LEACHING AREA REQUIRED: 550 = 743.2 S.F. � RO_W 2 c.i ( ) �1 I �. OW+3 ___� 95.5 C1 34 95.3 C1 36 13.6 CF ® HILLIARD, OHIO 43026 .74 8 Poi. --{---I --}- t` 36' CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. EXISTING SEPTIC TANK: 1500 GALLON CAPACITY �'_ �RQWI 4-�-_ PERC M-C SAND PROPOSED D-BOX:: 1 INLET, 6 OUTLET (MINIMUM), H-10 RATED �.__F__�ROW�S_ +_ _�� M-C SAND 48" 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 6 ROWS OF - 16" (H-20) ADS BIODIFFUSER UNITS o JROWI 6- �� 2.5Y 6/4 W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 7,0' x 31.3 1-31.3' . �9 C2' 1os" 89.3 `2 108" 76 FIFTH AVENUE, WEST HYANNISPORT, MA (CONTRACTOR MAY SUBSTITUTE WITH HIGH CAPACITY INFILTRATORS) �s MED. SAND MED. SAND Prepared for: Janice Predergast, P.O. Box 25, W. Hyannisport, MA 02672 SIDEWALL AREA: NOT APPLICABLE �3' p2.5Y 7/3 2.5Y 7/3 87.0 136" 87.0 136" Engineering by: Surveying by: SCALE DRAWN. JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) ;I Engineering Worb WARNER SURVEYING NTS P.T.M., 199-08 26 UNITS x 6,25 LF x 4.7 SF/LF = 763.8.SF PERC RATE <2 MIN/IN. ("C" HORIZONS) 12 West Crossfield Road 22 Lon Road NO GROUNDWATER ENCOUNTERED Farestdale, MA 02644 Harwich MA 02645 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 x = 565.2 GPD S.A.S. LAYOUT (508) 477-5313 (508) 432-8309 8/19/08 P.T.M. 2 of 2 •