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HomeMy WebLinkAbout0468 MAIN STREET (OST.) - Health 468 Main Street Osterville A= 064—022 J 1 I I TOWN OF BARNSTABLE LOCATION d166 Maw sd- 0b+uv,�1 e SEWAGE# ,ZC.OR 'OGO VILLAGE atrru�\N C ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. MQLxft-, k '%fywo SEPTIC TANK CAPACITY . 15007 NGI.J LEACHING FACILITY: (type) �pc�.���et'f (size) p,,e K.3 2! NO.OF BEDROOMS OWNER PERMIT DATE: 3,holoej COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'f W 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 A � -�ti 2-Iy 3-2IS' 3- 7-1 y, sS y- Ll Cf. s I IS �di t , 3 1 A a 136dt 0 F 14(cwo%t t No. 2.OJq-06 0 Fee d�/ THt COICNIONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Misposaf *pstrm Construttion jhrmit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. t/68 1144' Si-G�;ftYvi/1 r Owner's Name,Address,and Tel.No.(ire' lVvwe_l Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �vv awe o - -71 i ._JlwerllV f Gdviley 'I�pe of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3e) gpd Design flow provided 731 13, , �� gpd Plan Date Number of sheets Z Revision Date Title F Size of Septic Tank Ijeuy Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) I S CO @e,0610 +AD4V C,,Qjr) S A.,k4j 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 th. Sianed Date 20 d Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — 0 Date Issued U ,m.r...wv+e,tw^++--.-� dr-- .._.. ,-,. _ -.. -,,..,... ...r+xe.«a•- '- +a. �w.:s.a.,:v- why., � r t . i No. � ��� �! .: Fee Ida UJ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal *Pstem Construction 30ertttit Application for a Permit to Construct( ) Repair(�' Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components 4 Location Address cr Lot No. c/(�B 1144 5` Owner's Name,Address,and Tel.No. Assessor's Map/Pa cel G 04— Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �avVe5 11 l OWN so0-Noo- 7t5-5 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r.quired) 3 3C� _ gpd Design flow provided Z!3'� , �1 gpd Plan Date Number of sheets 2 Revision Date Title ,'r ` G Size of Septic Tank 15007 Type of S.A.S. �j',O �)�Pf S Description of Soil Nature of Repairs or Alteration's(Answer when applicable) 10 S tG-1, I S UU Date last inspected: Agreement: r The unders gned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the F rovisions 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 �/ /� - Date _7 ?G Gy Application Approved by A/ Date��r/,g o U o7 Application Disapproved by Date for the following reasons Permit No. . UU q 6 a Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the Ong-site Sewage Disposal system Constructed( ) Repaired(�� Upgraded( ) Abandoned( )by 0r.:�G�c 5 /� /)i Ut 3 nl at 4I 0 0 (U ca%,J S} 6 s A P i.21���+ - has been constructed in accordance with the provisions of Title 5 and the for Disposal System,Construction Permit No.�?00' 6 O dated ? 2Oh Installer DO) G g /lam �7 r C�w ti Designer�fror #bedrooms '3 Approved design flow 3U / gpd The issuance of this Ermit ha 1 not a construed as a guarantee that the system CiMfiinction as designed 0 40 P Date Inspector r � V - .. _ _- .-- ----- -- - - - --- ----- - -- - --------------- No. -j Fee U60 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i9ermit Permission is hereby g-anted to Construct( ) Repair( ✓� Upgrade( `)' Abandon( ) System located at i.1!�!b /Vt s} y S t TZ vt `_P 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 must be completed within three years of the date of this,per�mit. Date `3 �(?h/,� ° Approved by Avv. /T I 03/25/2009 06:25 5084775313 ENGINEERING WORKS PAGE 01 Town of Baristable Rgatory.Sees ' Thomas F.C.eiler,Director utda nolmnas McKeon,Afr,-sctor 200 Ate.Street,Sya✓nmis,MA OMI Fax: 508-790 3. o4 Vie Sewap Ferm## Assessor's M t, r /ne �f-ee2Upookm 1 !creel 9 Ai2id-l� : -�I c Lts>taller: - A • ISey.A✓i Ih c +4d Pt:. l2 lJU. Gtsss �'`tic� 1 Addms; f•0. a ft lAf on . �--� •A' A I h c.. was issued a permit to install a (ins der F.Sy> O 'T 8 M4 4 s*. Q S VVY-1 I k based on a des' ,drawn,.by N( (address)laced 2�Zy(oq o septic System referenced above was installed.subs acco to e R►l[iclt tnay include Mmor approved champs such as latch of ttte and/or septic tank. I. the septic system referenced above was installed with moor chmps (i.e. 100ral relocation of the SAS or any vertical relocation of any cat but in accordance with State &Local RegWations. Ply tm+rn on or �b> by designer to follow. H OF MqS I age ;$ iR) g� PETER T. McENTEE CIVIL CA 9 No.35109 r8m) (Affix D ) RA No Q:Hsa1B1$W&A)M*M CardScation Foam 3-26-04.doc TOWN—OF BARNSTABLE LOCATION i/6(3-Maul Sd- SEWAGE# . .ZC`•OCI -OC O VILLAGE ASSESSOR'S MAP&PARCEL' INSTALLER'S NAME&PHONE NO. .M0xk,!t k SEPTIC TANK CAPACITY 1500 N GW LEACHING FACILITY:(type) ?, (size) E,e X.3-2l NO.OF BEDROOMS OWNER A20,o&& PERMIT DATE: COMPLIANCE DATE. Separation Distance Between the: Maximum Adjusted Groundwater.Table to the Bottom of Leaching Facility f 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 21.Ir ` Ii. � � _ I 1 A a 1 ac.lc 3 o F ►�c�s�e � � Gott TOWN OF BARNSTABLE LOCATION Lj gr SEWAGE #_ZF- VILLAGE ASSESSOR'S MAP & LOT_O(�,y._ ba INSTALLER'S NAME & PHONE NO. C��� L 1f4wc1� Sei SEPTIC TANK CAPACITY 0-,::!%--t g,7n vv�. LEACHING FACILITY:(type) PV-f-cV,9-% V TS (size) �Sw NO. OF BEDROOMS 3 PRIVATE WELL OR I CUB�LICW­A—TE-k-�L-, BUILDER OR OWNER i���-`� S�►p�y'wc�.�ci�"" DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� 0 ` d' t (MI5Dio ® 04, Pi+ witL i 3 2� 5 ` 4� p No.... .`. 1 Fss..... . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............................ Appliration for 31ispus'tt1 Works Toniitrur#'inn, Vomit Application is hereby made for a Permit to Construct ( ) or Repair ( Individual Sewage Disposal System at: -- ... - ocation-Address or Lot No. i `��'-^`t... C� •4u�v w .[............... ................... Own Address ,-a .................• - -`�--- :.....v?<d.....�3 ... .�............................. Installer, Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms...... ..............................Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................I I No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ----------------------------------- WW Design Flow............... ..:..............gallons per person per day. Total daily flow......... ................gallons. WSeptic Tank—Liquid ca.pacity._..........gallons Length................ Width.,............... Diameter................ Depth................. xDisposal Trench—No...................... Width.................... Total Length.................... Total leaching area:...................sq. ft. Seepage Pit No....:Q. .......... Diameter....).a.......... Depth below inlet..... ........ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by•---•--•----•--•-•••...._.......•-•.... •-••-•••......----•--•-•------•-•-- Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Li, Test Pit No. 2..:.............minutes per inch - Depth of Test Pit..................... Depth to ground water........................ a ...............•-----------.................------.......................-•-------=-------•.........................•............................•... 0 Description of Soil......................................................................................................................................................................... U --------------------------------- .......----------------------------------------------------------------------------------------------------------------------------------------- W •-••-----------------••--=-----------•----•----------;-•--------------------------•----••-------••-----------------------------------•----......•-•-•-..... ------ UNature of Repairs or Alterations—Answer when applicable..____...A__kQ.I�J____. _w 6............. ........ tiS -----.._AIL . ��ti:S..:!�.. ........c .�si?.f- .... W 3 L 5 '` Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian d --•y oa ealth.b .. . �.oSigned.._.....•..--•- • ..•... ......... ........ .......................... Date Application'Approved By.----•--•--- 3-•---------------•-------::------ •---•......._lf Date Application Disapproved for the following reasons:..............................................................................................................- -----...-•-------------------------------------------------•---•-------------•---------.....--------.....--------------------.......----------------------------------------------•--•--•-............-- Date PermitNo....... .-_. ilr.a .................-.... Issued-........................................................ Date n � "1.5�- � l�1 C'� � Q '•'}c-c� Fps No....�f�.........._....... _....._..._ THE COMMONWEALTH OF MASSACHUSETTS BOARD -�OF HEALTH V '�- -. -..✓4� OF....,.. 5. .2 ti!�.5.`<< - '. ................................ Applutttion for Disposal Murky Tonstrur#tun "permit Application is hereby made for a Permit to Construct ( ) or Repair ( .")Individual Sewage Disposal System at: ..............`-_�-� ��--•----•-1M \_:.: .._...5.a .............•-• --•-•---------. .... ................................_.............. Location-Address or Lot No. ..........h...�� :.:. �__Vvr v!L ... .... —C_l w G:............................................................. Owner / Address W a ........... � ..... ................ .--•-•---•- a------ ' ...... ............................. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e a yp of Building ____..._•----'�=r..,.......�No. 4of-persons............................ Showers ( ) — Cafeteria ( ) Otherfixture�s .-•------•-------••••••-•---•-•.....-----•.....--•--------•--•-------•-•------•-•-•-••---••...... ......................•--•------------ 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. 3 Seepage Pit No....- -------- Diameter....!.a........... Depth below inlet.....y ........ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1.4 Percolation Test Results Performed bY.......................................................................... Date................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water...................... (i Test Pit No. 2.::............minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ -------•--.-- . -----------------------•--------------.............----••------•----•-•------•..•--......................................................... ODescription of Soil........................................................................................................................................................................ W V ------------------------ -------- ------------------ •----------------- ------------------------------- -•----------- ----------------------- --------- •--------- ....... --------------- W •----•-----------------------•-•--•-••••-•••--••••....--••••••--------------•--••••••--------••-••.....•------------------------•••----•••...•--•----•-------- U Nature of Repairs or Alterations—Answer when applicable..____.l1._0_✓J_......-1 w 6....... _hh....P.1: C........... _ _ 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 the board-of-health.` v Signed -.......... •... �'� ��� - Date Application Approved By.................°n.... . ` , ....... Q � ' J. Date Application Disapproved for the following reasons:..............:...................................................................................-----•------- .......----••....................................•••---•.....•-•-........••-•--------....-••-------------•----•---------...----------••--•----------••-•---•-•--•-------•--••....------•---•--•---••••-- Date PermitNo....... .`'� =. ....................... Issued......................................................... Date THE COMMONWEALTH OF MASSACHUSETTS ` BOARD OF HEALTH , ..........................................OF..................................................... ........................... Tntif irtttr of Tomplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by----------------r •rft la L,LA-yti� �j. n� t�4------------------------------------------------------------------------------------------------ i Installer / _..----•-••----------------------------•---------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the 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...........................�-/.'.I q-'9-- ........................... Inspector.................. -, _....................----.................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . ' ..OF. ........... . .......I............... FEE.....;1-.2-=- Disposal Works 'WrIrnstrurtion rrutit Permission is hereby granted... G p t ! .!�...... Y".......lt:.7------------------------------------ ------- to Construct ( ) or Repair (k_,) an Individual Sewage Disposal System atNo.......4w.".------.. ...5.T`........._....._ STGY?v`� t -------------------•-•-•-----------•--------...--------------- Street as shown on the application for Disposal Works Construction Permit NoAL/-S_.�... D'ated.......................................... v ......................................... --••----------••-- --•-----------------�B_:.oa.Y)rd of Health.-•-•••---•--...•---•---------...........-----••. DATE.......................� --.....` 8 c� a NEW GARAGE ADDITION & BATH REMODEL „ r 86'-11 3/4" 14'-6 13/16" 30'-8 3/16" - 13'-3 13116" 28'-4 15/16" m N IBEDROOM \ . ,2'-4"X,2'-2" closet I8'-6"x.11'-2" 0. I/ ( KITCHEN 0N I HALL 6-2"x g,_1" N DITIQN 6 , / � F 4 CD LIVING 15'4-x20'-". / 44 '-8 7116" ` , r t A , a GRYPHON BUILDERS, INC. Designed Especially For: APPROVED BY: DATE Dave& Diane Surprenant DESIGN PLANS ARE PROVIDED FOR THE Home improvement Contractor ALL DIMENSIONS AND SIZE SCALE: DATE: PAIR USE BY THE CLIENT OR HIS AGENT. Number 165568 DESIGNATIONS GIVEN ARE �- PO Box 282 West Barnstable, MA 02668 PLANS REMAIN THE PROPERTY OF THIS SUBJECT TO VERIFICATION ON . 468 Main Street FIRM AND CAN NOT BE USED OR REUSED Construction Supervisor License JOB SITE AND ADJUSTMENT PHONE: 508-362-1282 FAX 508-362-1228 Osterville, MA 02655 WITHOUT PERMISSION. Number012414 TO FIT SITE CONDITIONS. - - - - - - - - - - - - - - - CO �\ N NEW EXISTING. NEW GARAGE 27'-8"x 18'-10" If 10'-6 13/16" - '-5 3/1 16 • Designed Especially for: APPROVED BY: DATE GRYPHON BUILDERS, I N C Dave& Diane Surprenant DESIGN PLANS ARE PROVIDED FOR THE Home Improvement Contractor ALL DIMENSIONS AND SIZE SCALE: DATE: p p FAIR USE BY THE CLIENT OR HIS AGENT. Number 165568 DESIGNATIONS GIVEN ARE I� PO Box 282 West Barnstable, MA 02668 68 Main Street PLANS REMAIN THE PROPERTY OF THIS . SUBJECT TO VERIFICATION ON A-2 4 FIRM AND CAN NOT BE USED OR REUSED Construction Supervisor License JOB SITE AND ADJUSTMENT 1/8"-1'-D" 7/21/2011 PHONE: 508-362-1282 FAX 508-362-1228 Osterville, MA 02655 WITHOUT PERMISSION. Number012414 TO FIT SITE CONDITIONS.. r LEGEND OSTER N . VILLE 98 -- EXISTING CONTOUR MICAX p - �� y x 100.98. EXISTING SPOT GRADE y,�POJVD Q BENCHMARK SET oHv�-- • OVERHEAD WIREs ®�.�� L T. OUTSIDE COR. 80TT. STEP ��o RTE,S WAY EL.= 100.00 (ASSUMED DATUM) '_ W EXISTING WATER SERVICE POND R 0�• i 4 TEST PIT �� I 4 BENCHMARK Qom. N 56'15'30" E / I 123.00' i e 0 -102- - _ 101.�8 100•.45• x ' ' (�� -P OP SED. S_a �10 08 yx •��'� L�X_-r � - -, - - ----- - - - -- v LOGITS 99.86 x 9 9.9 5 3111117 1 TP-1 oTP-3 g, LOCUS MAP PROPOSED �' 99.6 99.92 x' ,,TP-4 C q�D. NOT TO SCALE ' SEPTIC' TANK O INV=9ZPROPOSEO 99.95 x' GENERAL. NOTES: z N O 1NV.=97.93 a I . O 1Of (CRAWL) t ' p BH /ExJST�NG 1. ALL--CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL INV.=97.73 GARAGE - BOARD; OF HEALTH AND THE DESIGN ENGINEER.. Z 99.67 k ��� (DISCONNECT (SLAB) Ej '2. ALL WORK AND MATERIALS SHALL 'CONFORM TO THE REQUIREMENTS I h x'99.°53 `` W � OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE f O LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 199.54 x PROPOSED PO ,. O to o 1, ' L = p iV I INK=97.93 f�' a �V -310 CMR 15.405(1)(b): Cp W /EXISTING 99. 2 x Ctt W" ! J 1) A 2' variance to the 3' maximum cover-requirement, for 5' of Nj i)99.3 x HOUSE (#468) O o max, cover. S.A.S. shall be rH-20 and vented. ', �' +� f �+ 3. THE'SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED. PRIOR EXISTING TOF=100.4R)* x '99.5T '\ �, TO INSPECTION AND APPROVAL*'BY THE BOARD OF 'HEALTH AND THE. •.11NV=98.43 FULL CELLAR 1. op, Qom'(DISCONNECT) ( ) 1 DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED -DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION-CONTINUES. EXISTING CESSPOOLS APPROXIMATE� � ) 5. ALL ELEVATIONS` BASED ON ASSUMED DATUM.TO BE LOCATED, PUMPED, FILLED 6. THE DESIGN ENGINEER IS NOTRESPONSIBLE FOR THE FAILURE OF WITH SAND AND ABANDONED 7 x T THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL, BOARD•OF 99.54 yHEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.DRII/EW 7. WATER SUPPLY PROVIDED BYJOWN WATER SERVICE. p w 96.87 8. THERE ARE NO WELLS WITHIN 150 OF THE PROPOSED S.A.S. 9.'AL'L 'AREAS CLEARED FOR .CONSTRUCTION SHALL BE RESTORED AS fi 97.26 x AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE / T o� �ji t e DIRECTED BY THE..APPROVING AUTHORITIES! , . 10. IT SHALL- BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOT _ THE LOCATION OF. ALL UNDERGROUND ,UTILITIES, PRIOR TO BEGINNING- EXISTING CESSPOOLS _ _ S , CONSTRUCTION. _ TO BE PUMPED, FILLED _ / 15, 1O9f S•F. 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE'SOILS W/ SAND AND ABANDONED - - - -g8 �z 8 x �/ ./ ,/./ ` IN THE AREA BENEATH AND .FOR `5' ON:ALL SIDES,.OF THE S:A.S. AND /, -96-- --ilk(op�/ `I'/ 1• 'C� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). + EXISTING CESSPOOL Po�Cef Og2� 4 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL' BE (RECORD AS-BUILT) i 9 INSPECTED.BY HEALTH DEPARTMENT PRIOR TO BACKFILL:° - (NOT FOUND-FIELD VERIFY) 1` - -96, O + L THIS PLAN IS-TO BE USED FOR SEPTIC SYSTEM PURPOSES- ONLY AND,. --, h " \�1 Dc "` 3-IS NOT TO BE CONSIDERED A PROPERTY-LINE SURVEY.- �j 1 1 +0�' =14: EXISTING CESSPOOLS SHOWN. HAVE"BEEN TAKEN=FROM R'ECgRD AS'-BUILT *5 �� • PLANS OR VISIBLE AT GROUND SURFACE. THIS ENGINEER IS NOT RESPONSIBLE S 5 5O 4O�W it. � OF I�1QS ' FOR ANY UNDOCUMENTED EXISTING CESSPOOLS NOT SHOWN ON THE PLAN. edge of a r 9S9 0�� PETER T. �� PROPOSED SEPTIC- SYSTEM UPGRADE PLAN ��. p vement I McCIVLEE N 468 MAIN STREET, OSTERVILLE, MA MAINo. 35109 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD MAI' • STREET F �E�/Sj���G �� Engineering by: - SCALE DRAWN JOB. No. SURPRENANT, MICHAEL P TR FSS AL 1"=209 'P.T.M• 112 '09 REV LIVING TR OF MICHAEL P SURPRENANT - Engln@@t'ICIg Works, Inc. 468 MAIN STREET �2Ls� 12 West Crossfield Road, •Forestdale, ,MA. 02644 OATS CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 2/24/09 P.T.M. 1 ` of 2 i t A.+�, NOTE: TO PREVENT BREH,4KOUTOTHE PROPOSED T E FINISH GRADE)SHALL N BE < EL 97.4 FOR A DISTANCE OF 15. AROUND-THE PERIMETER OF;THE , u 3. 5 DIA.OUTLETS , t ( ) 16" PROPOSED D-BOX . r= 15>5" _ ---��` 27 w SEPTIC TANK. PROPOSED S.A.S. . ' � .. . INSTALL RISERS & COVERS OVER `INLET. & INSTALL RISER &` COVER INSTALL INSPECTION. PORT OVER END UNIT CHARCOAL s T.O.F` OUTLET.AND SET TO 6" OF FINISH GRADE SET. TO 6" OF GRADE = "'" T. r F.G. -EL: `1102.37(MAX.) 1 ' VEN T' EXISTING F.G. fL=99.7t F.G:. EL: 100.'2t MAINTAIN 2% GRADE (MIN.) OVER &A.S:, " f - r INSPECTION 2, ®'S=1% MIN. + - LOADING ° (� , . L 10''`. L 13' L 6' MAX PORT H-1 0 ( ) � S-1% (MIN.) µ,, ® S-1% MIN.) � i, 4 SCH40 PVC' 4 SCH40 PVC, 4 SCH40 PVC., € , 101, �,' s 6.5" TO' , M - : :BOX INVERT :. O w. INV.=97:60 48" LIQUID g LEVEL' r ADD INV.=97.22 PROPOSED r, :BAFFLE INV. 97.05 i,.. 3 ROWS OF 5 UNITS AT 6:25 UNIT + 0:7' WEDGE 32.0 h 4 GAS-BA „ D-BOX 1NV.=97.35 INV.=96.99 .. SOIL`ABSORP ION SYSTEM- (PROFILE)., T I.�� PROPOSED SEPTIC TANK "' '.ESTABLISH';VEGETATIVE COVER ,,. 75" PROVIDE NEW SEWER OUTLET BACKFILL WITH LtEAN� NATIVE OR L „ „ . : PERC•SAND TO TOP OF;CHAMBERS' • n 30 -BELOW°TOP.=:OF FOUNDATION T- ` INV..=97:93 (BOTH LOCATIONS) ' .. . .; BREAKOUT.TOP y { i TOP- ELEV.-97.37 :f=• ^• a •. V 96.99 , T S:. IN ELEV :SHALL VERIFY,ALL':EXISTING PIPE BOTTOM ELEV.=96.45 1 CONTRACTOR ;. = II ., 111 IIII�II T -INSTALLATION. - " ` INVERTS,. PRfOR 0 S .� ` ., _ = OX SHALL BE SET LEVEL:„ 5 MIN: ABOVE`:BOTTOM OF 6" ,. ^2) SEPTIC TANK:.,AND D. B . , s T UE :TO GRADE ON,A MECHANICALLY`.COMPACTED T.P._ EXCAVATION` OR,''G.W. EFFECTIVE WIDTH-8.5 x 4 -------- AND,,.TRUE , . c: H STONE' BASE AS SPECIFIED,IN 4, . a' 3 ., EXISTING SUITABLE P-ROFILE SIX. INCH-CRUSHED M 15:22 1' 2 MATERIAL 10' C R 3 =8 .9 - 3 INSTALL INLET & OUTLET TEES AS :REQUIRED. , .. ' _ USE 3 ROWS OF5-1 STANDARD H-20 tADSBIODUFU$ER UNITS 4• .GAS BAFFLE TO BE INSTALLED TUF-TITON'`OUTLET TEE 'SYSTEM'--: WITH NO SEPARATION BETWEEN EACH*ROWn&'NO STONE -, SEPTICPROFILE ,,, � AS"MANUFACTURED BY TUF-TtTE; :ZABEL, OR EQUAL a NPICAL=SECTION " N.T.S. e.rs •j: 6.5" TO 6 4,+, w LNVERT , p , t r t : 801 L LOG 34" e. DATE: FEBRUARY 24,;2009 '(REF#12.474) S TION END CAP I.DESIGN CRITERIA SOIL`,`EVALUATOR: PETER'McENTEE. PE , _ ;WITNESS: w " DONNA I MIORANDI R.S. NUMBER -OF,BEDROOMS: 3 BEDROOMS <. ' HEALTH AGENT . 11" STANDARD H-20),`BIODIFFUSER UNIT. SOIL TEXTURAL CLASS:- CLASS I ELEV. TP-� DEPTH .ELEy. TP-2 DEPTH ELEy. TP-3 `" DEPTH £LEV. TP-4 .DEPTH �: 99.6 O 99.6 0" 99.9 0 99.9 A& 8 0„ „' MODEL 11„ STD. ', DESIGN' PERCOLATIONtiRATE: ``<2 MIN/IN a J • , A& B A& B A& B - -, )' - , NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT - SANDY,•LOAM SANDY; LOAM SANDY LOAM SANDY LOAM DAILY FLOW: 330 G:P.D: /� l>�. '75„ ;, v� 98.3 -`k 16 98.3 1$, 98:6 16 98.6, 16 EFFECTIVE LENGTH TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY - c - DIFFER SLIGHTLY PROM ACTUAL'PRODUCT APPEARANCE.' DEIGN.,FLOW: 330 G.P.D. �, a _c,� Cl „.. C I C C . SIDE'WALL' HEIGHT 6.4" ,..- >� �^ GARBAGE GRINDER: NO _ y, p �,; 38 �* � ` PERC OVERALL;HEIGHT LEACHING AREA'+REQUIRED: 3301 = ,'445:9 S.F: a il�� Ot '�' 48= M F SAND _ 4640 TRUEMAN ;BEND: D M-F SAND 2.5Y 6/4: PERG ., OVERALL, WIDTH' 34 -- IL R HIO 7.74 2.5Y,6/4.` 50 ,� - a H LI A D;�0 .43026`, PROPOSED SEPTIC TANK: 1500 GALLON CAP _" CAPACITY 2 GA ry 9 PROPOSED D=BOX:`. 1 INLET, 4. OUTLET (MINIMUM), H-10,,RATED 91,6 : 96 91.6 96 M-F SAND . M-F SAND. (68. L)8 ADVANCED DRAINAGE SYSTEMS, INC - 25 C2 ySILT LOAM C2 SILT. LOAM 2.5Y 6/4' Y 6/4, . „ . ` 2:5Y 6/4 .•. , : :2.5Y 6/4 PROPOSED SEPTIC SYSTEM` UPGRADE PLAN S 3 5- I IFU S` 90.3 112 90.3 112„ 5 W/NO STONE AND EXTENED 0.7 Wf CONTOURED WEDGE. w C3 C3 468 MAIN STREET, OSTERVILLE, MA BOTTOM AREA: (GENERAL. USE APPROVAL FOR 4.70'SF/LF OF' UNIT) FINE 5YSAN4` F2 5YSAND Prepared for: D. A. Brown, Inc., P.O. Box '145,. Centerville, MA' 02632 (BIODIFFUSERS)_ 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.E-SF'. 8a6 / 132" . 88.6 . / 132" 88.9 132" 88.9 .-132" Engineering by: ;: DRAWN JOB. NO. SCALE (CONTOURED WEDGE) 3 ROWS x 0'.7' x 4.70 SF/LF - 9.9 SF - Inc. P.T.M. 112-09 <2 MIN/IN. ('C1" HORIZON) PERO ,RATE <2. MIN/IN. ("C"' HORIZON) EngineeringWorks NTS TOTAL'AREA 450.5 SF PERC RATE 12 West Crossfield Road, Forestdale, MA 0' .> NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED � 2644 'DATE- CHECKED SHEET No. DESIGN FLOW PROVIDED: 0.74(450,5 S.F.) 333.4 G.P.D. ' "' (508) 477-b313 2/24/09 P:T:M. 2 Of 2 t ' ,.. • - ,: a _h� - - - t, e , ,f:" ,a 1, • _ - .. W e t " 4 Q N .A\ Locus O\ar, c� L o c� 0 Sou h o �, o- loin t. �e5 0° a 9 So LOCUS MAP SCALE 1"=2000'f PROPOSED ADDITION ASSESSORS MAP 141 PARCEL 92 C� / Ir O �° ZONING SUMMARY l ZONING DISTRICT: RC DISTRICT Cj MIN. LOT SIZE 43560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' 5P O MIN. FRONT SETBACK 20 00 EwsT. \�`.` MIN. SIDE SETBACK 10' , GARAGE MIN. REAR SETBACK 10 EXIST. 1500 GAL. ST (TO BE REMOVED) EXIST. DWELL_ ' ; SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT, AP DISTRICT AND ESTUARINE PROTECTION �a DISTRICT REFERENCES DEED BOOK 23594 PAGE 329 PLAN BOOK 129 PAGE 173 SEPTIC SYSTEM AS-BUILT CARD FROM HEALTH DEPT. DATUM: NGVD LOT 1 15,109 SF CD SITE PLAN OF 468 MAIN STREET OSTERVILLE PREPARED FOR off 508-362-4541 M/M DAVID SURPRENANT I fax 508-362-9880 downcope.com © ti���SNOF�A$S� o DANIEL cyom ROW c41#0e engineefing, inc. o A. OJALA civil engineers q No.40980 land surveyors 1 0 '�S a�v C1 Scale: 1"= 20' 939 Main Street ( Rte 6A) aN R'J �= YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. 10-249