Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0073 PATRIOT WAY - Health
73 PA,Akl'o f- tray G er�-�ery t l 1 e. TOWN OF BARNSTABLE a LOCATION 73 Wt-dj' V SEWAGE# �2=- [� ® 4=VILLAGE Ce1V4rrSJ f. -ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. D, (0, SEPTIC TANK CAPACITY F_w 5+-i N J LEACHING FACILITY: (type) c9 �-10(hTsM� (size) 1a,�3 K2 NO.OF BEDROOMS OWNER -e PERMIT DATE: 3 '17 - COMPLIANCE DATE: 3 2- Separation Distance Between the: NU 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 D,.� A w Lipt - ` �� —aaCc No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftprication for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot NU 3'lei.,%/%u f Gtle4_11 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel (' Installer's Name,Address,and Tel.14o. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.'of Bedrooms 1 Lot Size ` sq.ft. Garbage Grinder Other Type of Building f t'S�C1�V_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) :3 :?o gpd Design flow provided 73 S/2 gpd Plan Date ;2, .-ZCi-2 2- Number of sheets Revision Date Title //-- Size of Septic Tank Type of S.A.S. f S�io94�/�-✓L� UI�j Description of Soil J Nature of Repairs or Alterations(Answer when applicable) �fu/� �✓r+� �� box " I- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in aczordance 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 Health. Si Date 7-L-31 Application Approved by Date / _ Application Disapproved b Date for the following reasons Permit No. &2 7 — D�� Date Issued / Z No. ut/ r L J-I o Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS appliLAtion for Disposal �pstem �onstrUctlOn erm�it Application for a Permit to Construct( ) Repair e<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components X Location Address or Lot�le.71 f�L�•r/wt wegq../ Owner's Name,Address,and Tel.No. +G yr ,,Vr 1 -e Assessor's Map/Parcel K 1NN(° Installer's Name,Address,and Tel:Nto. v Designer's Name,Address,and Tel.No. c�N roe-14CO 77 55 �tCt5oti Type of Building: Dwelling No.of Bedrooms �' Lot Size sq.ft. Garbage Grinder Other Type of Building (('5))n , No.'of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided " -3�/1/ gpd Plan Date ,2, 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)`-is a�/,� Nc'�J -2 box "d 9- 5-co GG//4/j C 11z"M ".S}o^l- CAS PP'f OV, 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 Health. J Sign ' dG-r ""Z. Date92-- Application Approved by ;0000y�( Date Application Disapproved by Date 4 for the following reasons Permit No. /'-122-7 Date Issued / r Z THE COMMONWEALTH OF MASSACHUSETTS e BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( li� Upgraded( ) Abandoned( )by QUA A .e-6n,.A)a at 7'5 Va I i m 4 L.lo,, Ce&-Ar 1 qy 1 f P has been constructed in accordance - �r with the provisions of Title 5 and the for Disposal System Construction Permit No..-)- ( Iodated Installer, A , I o. y;�X r4c Desi ner. ` t t . _ , $ _L.tc.� f� fy\Ci 5.Cesar-.� #bedrooms Approved design flow,} :3 gpd The issuance of this permit shall not be construed as a guarantee that the system will ncti),o° s designed. Date q 0 Inspector - �- - - ------------------- -- -----•----- - . l.. l- 0 C/o -- No. FeeTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem.Construction permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at )/r i 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:Consstrdictioo�must be completed within three years of the date of this permit. Date �/ 7/ Z Approved by _ A f Town of Barnstable Regulatory Services Thomas F.Geller,Director, $ Public Health Division i0ss Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 509-962.4644 Fax; 508-790-6304 Date: Sewage Permit# O Assessor's Map/Pared Installer&Desinner Certification Form Designer: Dk&70, )# Installer• �0, I11 Address: C46r C*40"410I Address: '?to .—box on 7 T/V �2 install a was issued a pemut to (dare) ) septic system at 7 / �Zd ray based on a design drawn by { ''``AA I M* .� dated _L= 1 certify dW the septic system referenced above was installed substantially according to 1he desi�o,which may include minor ap,Rroved changes such as lateral relocation of the diatribuhon box and/or septic tank. Stripout(if required)was inspected and the soils weab found satisfactory. I certify that the.septic system referenced above was installed with major'changes(Le. 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 tr. l.tions. Plan certified as-built by.fledgner to follow. Stripout(if p,- Tension or �Plan and the soils were found satisfactory. ' N OF a� DAVID at8 er's Slgnatuse u e E TEST H O LE LOGS The installation shall comply with the State Environmental Code Title V and Town of ASSESSORS MAP: I ���1''��� Board of Health Regufatians. ``.1--�►- - j PARCEL: t St3iL EVALUATOR: .�' , y 2) The septic system as proposed on this plan shall not be installed until a licensed towni installer receives approval and an installation permit from the applicable town. 'I REFERENCE- / C, . 7� i 1AfiTNESS: '" ,r 3) Prior to installation,the installer shall verify the location of utilities,sewer inverts, w L V Z J �!� sewer lines and existing septic components prior to installation. DATE' � � 4 All �� � ���zl't - /� ) gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8"per foot. The first 2 ' PERCOLATION RATE. '1 d feet out of the distribution box steall be level. All piping connections to be glued. 5) This septic design plan is not to be utilized for property line determination or for:any T.H.#1 ELEV. 2,-- T.H,#2 ELEV. other_ purpose pose other than the proposed septic system installation. LOCATION MAP V6) All Title V components are to meet Title V specifications. c 7) Parking shall be prohibited over Title V components unless components are H2O loaded. 8) The existing leaching or cesspools shall be pumped and filled with material per Title V t Z5 �, /© abandonment procedures. Leaching and cesspool(s)and contaminated soils within �q --~---- ` (O1` the proposed SAS shall be removed and replaced with clean sand per Title V specifications. t C Vt111 �'` ,�, 9) Septic components are to be MY from a water service line.Sewer lines crossing a ` ((� ,•� ��. water line shall be sleeved with an appropriately sized schedule 40 PVC with ends grouted. The water service line or the septic line can be sleeved with the sleeve baling / {✓ ��� `� 1 "Pi ` v S�1 �� ' a distance of 10'on both sides of crossing the line. v^U ^� ,rJ 10)If a garbage grinder exists in the structure,it is to be removed if the septic system is. not designed to accommodate a garbage grinder. 11)The installer is responsible for care of excavation around all utilities on the propertyr f I i l In ! / G� `N✓� SEPTIC SYSTEM DESIGN CALCULATIONS and protecting the structural integrity of all structures during the installation process Q of th� `� �� •c.,� p ,� e septic system. FLOW ESTIMATE- � 7 12)This plan only represents that a septic system can be installed on the property � Z- meeting Title V requirements. BEDROOMS AT � � D GAL/DAY/BDRM= �� GAL/DAY � � 13)The property owner shall review design criteria to approve the total number of SEPTIC TANK: bedrooms and design flow,, installation of the septic system as proposed and receipat L 417 GAL/DAY/BDRM X 2 DAYS=��'= GALLONS of payment for the design shall be deemed approval of the design criteria by the property owner or agent of — USE GALt.ON SEPTIC TANK E"1C..1 C") 14)The validity of this plan shall expire with the expiration of the town installation perimit 2 (GARBAGE GRINDER IS PROHIBITED) issued for this plan or the validityof this plan shall expire on the expiration of the �,��, ��, r� �,� ;' �— 'k P p p q �� i SOIL ABSORPTION SYSTEM Certificate of Compliance issued for the installation of the proposed system on this � �.. plan. �� 2. to �O ;i. , G - `, - , , ' -JAI 'J' ..✓ 'Qi/ .1xs } v v ' ppCT I SIDEWALL AREA: �. ZtDPY.rD T--_j I ® _ BOTTOM AREA: 2+ �441ASON o , SEPTIC SYSTEM SECTION •-".B C M V H ARK _ �'Q ---- TOP OF FOUNDATION ELEV. I ( 0, a7,� e , 6 STONE BASE � � (DATUM ASSUMED) GAS O .� H2O D•BOX t 6"STONE BASE FOR COMPACTED BASE WATER TEST FOR LEVELNESS GALLONS _5MID1-j OF --rH aP-\/, SEPTICTANK SITE AND SEWAGE PLAN LOCATION: r - PREPARED. 4 SCALE: / t= ' DATE: :i�Z- , �� F, -I 73 Patriot Way Centerville P A = 192 219 IN /J r pE:YC(cO�J /.11/i1/1KOtiti/i/iY' .. UPC 12534 No. 2-153LoR HASTINGS. MN TOWN OF BARNSTABLE LOCATION Gal' Gt/ 14-/ SEWAGE # L�7 VILLAGE G�/�'T'G+�V��\'4_ ASSESSOR'S MAP & LOT J a INSTALLER'S NAME&PHONE N0. SEPTIC TANK CAPACITY 5;r-15;�7u � ,,,LEACHING FACILITY: (type) (size) NO. OF BEDROOMS C BUILDER OR OWNER IuIU►'� i PERMITDATE: vl-J i-7—PJ 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 C g` l �f aN9 C 31 �3® '4 No. 1 — b-7 r Fee Entered in computer:�" V THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for 30i5pozat *pgtem ctCougtrurtion Permit Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) O Complete System Individual Components Location Address or Lot No. �'?>"�L� � Owner's Name dress and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size S sq.ft. Garbage Grinder( Other Type of Building �dX-1Q_ No.of Persons 4 Showers Cafeteria Other Fixtures ' .hc ks Design.Flow 1 gallons per day. Calculated daily flow gallons. Plan Date )_k&1°'i Number of sheets 1 Revision Date Title R= C 5&& Size of Septic Tank :(t°�'�: 1 QQQ2 M -)t ' k—rype o S.A.S. ' dJX�3 Description of Soil Nature of Repairs or Alterations(Answer when applicable) --S;?Q_CRr 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 Certifi- cate of Compliance has been issued b this Board of Health. Signed Date Application Approved by Date Application Disapproved fo the following reasons Permit No. :2 bu.�_ 1 Date Issued No: oZ �`��7 �, :P, f. I�. Fee t THE COMMONWEALTH MASSAC HUSET"` "`KI' Entered in computer: ,��F Yes PUBLIC,HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for 30iopooal *p5tem Con.gtruction Permit Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) ❑Complete System XIndividual Components Location Address or Lot No. $ �'�j "��� � Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. S Ito Type of Building: 4 Dwelling No.of Bedrooms J Lot Size I S T �sq.ft. Garbage Grinder( .t j lt-� Other Type of Building I,�C-)Q No.of Persons 4 Showers Cafeteria( V� Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 4 1 'D,1 T�, :T Number of sheets 1 Revision Date Title l��D O�f!�Ee .sa�`c Size of Septic Tank cC�( �S i 1 , Co0C_-,,0A -� -� _-Type of S A.S. rl jz 4" c,4,C,,C-�. Description of Soil t2\C4I Nature of Repairs or Alterations(Answer when applicable) � c r 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 Certifi- cate of Compliance has been issued by this Board of Health. Signed } Date / Application Approved by � /�r Date 22 Application Disapproved for the following reasons Permit No. )ou C"- 1 h -7 Date Issued 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 32) f, C at -r ?, r4-r i;n nT l ll/A,4 C Ent fNeJkA-e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2na 7 dated V- o?.2-D< Installer Designer The issuance of this permit shallpt be construed as a guarantee that the slys� will fidrietion as/idesi ned Date LA I-j -7 I()� Inspector � �� 11M.1 1 No. 2 uo S /4 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS mitpogat *p,5tem Cow6truction permit Permission is hereby granted to Construct( )Repair( )Upgrade(L,)Abandon( ) System located at 2 _ ' l' ,.., r and as described in the above'Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the/following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date:- �' a D ` d Approved by / U LOCATION , SEW E PERMIT NO. v VILLAGE I N S T A LLER'S NAME i ADDRESS BUILDER ON OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �� I� � J�' ' , _ . C.�.. �� ��-�- No.........�3Y...... F�s....2 ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF� HEALTH ............t.b:.cU.4........OF........`.,�-..tJ.S...t AR)L...................... Appliration for UhipasFal Works Tonstrnrtion Prrutit Application is hereby made for a Permit to Construct (54 or Repair ( ) an Individual Sewage Disposal System at: .... .�cT :.... ...... .€ �t ......................... .................................................. (� Lo n-Aed-ress /� or Lott No. .:---•••••-••-••-:_l�sS..-! �.i.?.]Cr.S.. �.•-•- A ................... O ner Address . u.t am.:............... Installer Address Type of"Building Size Lot......-_:S;..jC.k3_-qSq. feet Dwelling ' No. of Bedrooms..........................................Expansion Attic Garbage Grinder ( ) Other—Type of Building ............... No. of persons...._................._.__.. Showers — Cafeteria a' Other fixtures ................................. ....... W Design Flow............................................gallons per person per day. Total daily flow------- -�� ..................gallons. WSeptic Tank—Liquid capacity100Cgallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length............... Total leaching area......_.............sq. ft. . Depth below inlet______ :. Total leaching area.C� .�_sq. ft.Seepage Pit No...........1--------- Diameter....0.s Z Other Distribution box (Vj - Dosing-tank ( ) �,, �� aPercolation Test Results Performed by. _ ... �`' �A• ..._........ Date....... a Test Pit No. 1......Z__..minutes per inch. Depth of Test Pit............ _ Depth to ground water..... .. ).6.1J.F_ t%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ _ ...................Descri tion of Soil___________________ Q. . t_ x ------------------------------------- ---------- ----_� .....-•---•-•------•--•--•••-------•-•-•--••••----••-......•-•--....-•••••-•-- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of THT L E 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be n • s d by th board o health. g Si d .. = l4 77 Date Application Approved BY I', ...- ---_--•••----•-•----- --_...-•� Date Application Disapproved for the following reasons:--- -------••--•-----••......-•-•---•--------------••-•----••-•-------------•••••.------------_-------------- ............................................................................................................_._..._.._._.._._................••-•-•------------•--•--••••-_------------•••••••••---___... Date PermitNo......................................................... Issued-_-- 7 0........•---•-..... Date I No.....--_.::�E1....... Fps....2:�................ THE COMMONWEALTH OF MASSACHUSETTS BOARD4 OF HEALTH 1..xt>:(.t)/l-4-......OF.........,. .-:.... .` 7 ...................... ApplirFation for Disposal Works Tonstrurtuatt JIrrutit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: .. . .. 1V!l. Tom... -_ ....... ..... . ........ } Lo n ■d�remiss or Lot No. ...... .f. ...� �fll .................. +- ..'................. O ner ( w J� �j(�( 5 .._. ; ',...--•-----... --- ,� -- C.d!�/l�.Address! .......S=4 ............... Installer Address U Type of Building Size Lot____.1_,.d�__j.._0Sq. feet Dwelling—No. of Bedrooms.............. .__.._______-_-_____._.Expansion Attic Garbage Grinder ( ) Other—T e of Buildin a yp g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Q they fixtures— fixtures ............... ;j W Design Flow...................................... __.. gallons per person per day. Total daily flow____._ ..................gallons. WSeptic Tank Liquid capacityl�aallons Length___._ :_-._ Width________________ Diameter--------- Depth........._...... x Disposal Trench—No. ................::_.. Width__.................... Total Length............... r___ Total leaching area ,'..................sq. ft. Seepage Pit No..____.___-1.._.____. Diameter.. .below inlet___._: `.Total leaching4area. (p_ i.sq. ft. Z Other Distribution box ( DosinElank Percolation Test Results Performed by_ � Date_: .. _ ".��_'� :'- !� a Test Pit No. 1......Z....minutes per inch Depth of Test Pit "b. Depth to ground water____-/_J_l.AJ.E fs, Test Pit No. 2................minutes per inch Depth of-Test Pit ............... Depth to ground water.............. t .._..-----•--------------- D Description of Soil d r"..............rl»t -emsYk^!_.. ... _ie _SC?�.� - - _ .....__...... _ -"`' tU 1 . E'; ► �+ ---------•----• --- ------------ --------------- U Nature of Repairs or Alterations—Answer when applicable._______________________________________________________________:..._.:._.__._._____-___....___. ..------•--•--------------------•----------•----------•-----------...-•------••----..........---•-•----••---..-------------------------------------------------------------------------...•----------•- Agreement: : The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further'agrees not to place the system in' operation until a Certificate of Compliance has be ' s d by th board o iealth. Sig d ,,,�;.. •------••-•------- -•-- �'�• "' �f` Application Approved By....... Date • �F/./. Date Application Disapproved for the following reasons_.......... ..............._...................-...........-...................................................... •-------------------------•----••-•-•-••-----•-- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF"MASSACHUSETTS BOARD OF HEALTH` x . ...............4.1 .lIQ....0F..... .���'-'�'�.�,t.�.g..... ......... (9rrtifiratr of, fl ompliattrr THI TO CERTIFY That the Individual Se ge Disposal System constructed ( or Repaired ( ) �+ in alter �-�- at__....-••---�.- `i .i-�"-L_.-� X�............ --ice&+ -E,.A_tl._t.+ .f_ . has been installed in accordance with the provisions of T 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No. - ......... .......... dated___.. ,-----_•_--••- THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE,CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. t• ; DATE..... °�' .�.1.'s `............. •-......--------•-•--------------- ,.T,H.E"COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......................... .. ..� 11t...a ... .._.... FEE...........7__.. Dispos Works Gunatstrurtion rrmit Permission is h reby granted....... �f�....: _ /4 - � .......................................................... to Construct or Repair. ( ) , n Individual Sewage Dis Sal System { at No... . .::_ "t" 'c,_!.(` - ' f. . .. �. ,,.--••---........ Street as shown on the application for Disposal Works Construction Perpti No Dated__._-f'" r ,j�-:-----••--,--_ ........................................ Board of He DATE... FORM 1255 HOBBS'& WARREN. INC., PUBLISHERS z r LOT ISO �C I vj ' �! /oo �o �--,Test •Ut,• �. �. i : V i a JA' , 'mot- -T- o 1v ���N OF/'��sq go ROBERT. G o P. 0 BUNIKIS No.22162 O A90�FG/STE�����? w i. FSS'ONAL�y6 K; LEGEND . EXISTING SPOT ELEVATI.OW OXO CERTIFIED PLOT: PLAN EXISTING CONTOUR - - - 0 p T -F�l TRICT FINISHED SPOT ELEVAT ION IO.O r _ FINISHED CONTOUR --- 0 IN ' APPROVED BOARD OF HEALTH .ice�A slkl •:^�••� �t1.il DATE AGENT SCALE / "_ ,Sp � DATE " I�__ r L DREDGE ENGINEERING CO. INCii �Er . . _ . 1 CLIENT _ _....___ _.._ I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB N0 � t `' __. BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS ENGINEERS SURVE`�OR - OF BARNSTA L M SS. Z � • 33 NO MAIN ST 712 MAIN ST. CH. BY SO. YARMOUTH, MASS. HYANNIS, MASS. SHEET— OF 2-. DA E REG. LAND SURVEYOR R E/TMER THE .5 r/C TANk OR ZO FT. MI/V.- L,-ACA1/11/.G Pw/T AIDE MORE TNAIV /2"BE40rV "a frRADa� A AM ETER CO/yG'RArTE COP.ER • T S/•IALL .E.�9A'0//GNT. TO -0MA o1E.Ci4N.EX?'RA M4~/NP.Y PCI TPC/PHe Y VA3 S4CONCRCTE t/EA11Y CA STIROV C 4 S UP e EL. /0 O.0 VERS /F/N DR/VEJOVA/8 2 MiN. CON<=R11O'TE CO YER CLEAN .SANG � .j =_ _ L/QU/D LEVEL '- ,;r ;:• - a �" CAST • , 2'LAYER IRON P/PE i /d O U 4 a o • �. "e Q�' VOO-318" 1 ;bi MIp/TcN OAL. Al. YVAS • I • • • • • •• • p oq HEV D/sT, o p A • • • • • • • I • • e A q - SEPTIC TANK S717NE - BaX p • 1 B • • o • • 1 .�A- a Of e I I • a = � �2 - :;� , n • • DEPTH • • I • • o 0 WASNED STONE o a.• • • • • e o • • • • p u�j, PRECAST SEEPAGE a ` o • $ • • • • • • e; o P/7 OR EQU/V_ IMVCKT ELP✓AT/oNs C� IA/1/.ER7- AT B!/ILDING 27.0 FT, FT. O/A!✓/. _;.0 CSEE TABLJLAT/OIV> INLET SEPT T. IC 4NK 9 6 s FT, -=atx - OUTLET SEPTIC TANK Tsl —1— /NLET D/STR/BUT/ON BOX 9 6.0 FT. ' GROUND HI,�ITEK BLE S.9 FT, SECT/O/V O.c . OUTLETD/STR/B/JT/ON BOX INLET LEACHING Pig' 9 s s FT •SEdNAGE O/SPOtiSS.41. .SYSTEM Ti4`BULATION LEACH//VG P/T vrMEN_ SCALE '/ON A FT. DESIGN CRITERIA D♦,y,ENS/ON $.�_FT. NUMBER OF BEDROOMS 3 - D/MEN r/ON C FT. r,AR6AGE0/SPOSAL UNIT SD/L LDG ".. - 7'07-AL. EST/MATED F'LOH/ 330 1GA4.1DAY SOIL TEST AI- SOIL Tr-570*2 . SO AL TEST /1(UMBER 0F 40ACHlN6 P/TSL_ f^ELEY. 97,o �`-ELCt/ ,DATE OP' SOIL. TEST /Z4 /7d S/DE LCACH/NG PER P/T /8'� SQ. �T. O z RESULTS h//TNESSED A. 6077r0M L64CN/NCr PER P/T SO. /CT. •PERCOLATION AATE:AE/ 2 ,D M/MI//NCH A7107A4 LEACHING AREA 'I-&b SQ. —T.. Svc sv��' , AWICCOIA770/V RATE lk2 RESER✓ELB.4CN/N6 AREA 26 6 SQ. FT. OF Mqs C4 R Ov V&L LOT —rtR 1- WA Y �O ROBERT G\ ¢'— 2. yri.4 xr C+- I�7' I� ✓�L L� P. i� ? GOff BUNIKIS cnJ�� S/i1✓� - " c .o No.2216P GrsAV fiEa��� N °»' JAL �p r �a a� 7I ',l►!/�lly ST. J NDiM, A/,/!/ ,- ` "•ti,� _ � `S'S`ONA1-� ..._ ' " r �y� ar /► } A:.»�� ,� .' , -HYIQA/�1.�.ay ! ,� rAR �y/ �y,� 2 E/ ;'�- t `_ Y c'- cs. ,.r. �,4, :» 0,:��.v { {r®V_ 7 � c;r"'•;: i,{. �M h i'4:� _Y'/ .!" .' , 3 �� r 310 LOCATION 6EWA E PERMIT NO. VILLAGE C.� W:7:r-ttQa LL �- INSTA LLER'S NAME & ADDRESS CLUZAJ /I,� ,, ' 74 (a e.P0.1 Af,9 L. Z , B U I'L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED 7 � � ��® © e No.._......:............................. ........1..~............... THE COMMONWEALTH OF MASSACHUSETTS BOARD F H A TH .�.............OF........ ,.............-----................. Appliratiou -for Uispoiitt1 Worho Tam4rurtiou Vrrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Se age/i/sposai System at: - �f � s ----------------------------------------------------------------------•--- Locatio -Address or Lot No. r � .1j�..... �..s....?�. -------------------------------------- / caner .......................•----••-•---•--------Address / staller Address d Type of Buildings Size Lot.... feet V Dwelling No. of Bedrooms._..___ Expansion Attic ( ) Garbage Grinder (� •• ----•--.---- Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures ----------------•--------------- - W Design Flow----------'::5.??............................gallons per person e day. Total daily flow...........�.P Q...................gallons. WSeptic Tank—Liquid capacityl��q Ogallons Length..._....'-..6. Width_A.!�..... Diameter--------- ------ Depth.....:._--..---- x Disposal Trench—No_ ____________________ Width-------------------- Total Length....._.... Total leaching area-------------------- ft. )_.__........ Diameter____�___�L____ Depth below 'nlet_.._.�_..Z.`/.-Total leaching area.../'�'sq. ft. Seepage Pit No..____ n Z Other Distribution box ( ) Dosing tank ( ) p,� G - G,—0 '7 7 -, Percolation Test Results Performed bY.......................................................................... Date.........-..-----. ------------------- a Test Pit No. 1----------------minutes per inch Depth of "Pest Pit..................... Depth to ground water...----I................ fX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....-.-----__--.-_--.--. 9 ------------------- --J` ---- - --------- •-••••-•-•-•. �-,f - r Description of Soil.. 'vim._._. . -------`�---- `----`----- `�---------- ----- --- - -------------- = r 1- - W ------------------------------------------------------------------------------ --------------•----------•-•--•-------------•--------•••-•-•--••-•------....------------------------•---••-••--••-••--. U Nature of Repairs or Alterations—Answer when applicable-----------------------_______•--_.--.--..-._--_..-.____--_--.-__-.--.-.--.--..._--.------_-.... ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is u d,y the board o ealth. S• ed.. -- --- •-----• -------------------•- •-----••-•------------------------• ........................ Date Application Approved BY ----- ----w......... ------- Date Application Disapproved for the following reasons--------------------------------------------------------------------------------------------------------------... •` 6_ Date Permit No.. Issued...._ .�5............�---------•--......... Date No................/0.:.. Fa$Y � ���....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA ,TH 1.rJ OF........ �................................... Appliratiun -fur Uhipmal Works Towitrurtiou Vrruift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: T. .....................................•..---------------_---.--.. Locatlonp A ddres5 or Lot No. f /,pwner ------------------------------------ ----Address .�•'✓'Y / ...//� ----••--------------------•---•------------ staller Address Q Type of Building Size Lot----�,: _ __ Sq. feet Dwelling G o. of Bedrooms------- -------------------- --Expansion Attic ( ) Garbage Grinder pa, Other—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) al Other fixtures ------------------------------- -- W Design Flow----------- ...........................gallons per person per day. Total daily flow...........-.°�_-. J_t>-------------------gallons. WSeptic Tank—Liquid capacityJ/Y Jgallons Length_.._...E Width..-`_':...... Diameter................ Depth................ xDisposal Trench—No..................... Width-------------------- Total Length.................. Total leaching area....................sq. ft. Seepage Pit No....... ------------ Diameter..... - _ Depth below 'nlet----- Total leaching area---- ft. z Other Distribution box ( ) Dosing tank ( ) - U C/,41 - G. _ `7 7 aPercolation Test Results Performed by-------- ----------------------------------------------------------•------ Date-------------------------- -•---------.. Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..--___-_-_.._-.-...__.- t4 Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water......-.----_--.__-__. - G ---------- --------- ............. - „_ /_.. - - -------------------- ----------------------- ------ �� •�� 3 `� x Description of Soil l�, '/`....1------ ------------------- W x ------------------------------------- ------------------------------------------------------------------------------------------------------------ ---------- --------- .......................... U Nature of Repairs or Alterations—Answer when applicable...-_-_......................................................................................... ----------------------------------------------------- ------------------------------------------------------------------ -------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI 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. S ed__ ' 7- -------- ---------------------------------- -------------------------------- Date Application Approved By. -�------------•••.. 1.--••---- ------------- --z; --/?------- Date Application Disapproved for the following reasons----------------------------------•-----•-------•--------•--•--•-•--------------------------•-------------------- -----•-••-----------------------•----------------•---------------•-•-------------------------•-----------------------------------------------------------.---------------------------------------------- Date PermitNo......................................................... Issued----------------------- ................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... .........OF......... ..:.................. wrtifiratr of Tompliaurr TH IS TO CER71"F-Y/That the Individual Sewage Disposal System constructed or Repaired ( ) by l[' '�J��� ........ -------------------------- ' Installer /� at = ' .� /1=�----`'✓ .. -•------------ `---- f�, `'' r f . has been installed in accordance with the pro ' ions of :article XI o The State Sanitary Code as described in the application for Disposal Works Construction Permit No..7 _� v...............: dated_-._� z_:`�:..7_ ._._..___.._. 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� 7 No. •--•-- .......... FEE.....f ........ Dispoiittl fork �o trurtivat rrmit Permission is.hereby granted .. --------------------- -------------------------------------------- to Constr �il/ on ) IndivJidual Sewage/�is os S . ten at No. .. - �f L1 / - - ------ - ------------------- =1 i v��`' ! �13�1 Street j as shown on the application for Disposal ��Vork' onstruction Pe•m No._/ _____._'. Dated__. .". �__ '_--7___--____._ r ✓ . _._ Z� 7 7 Board of Health DATE1�1..-...---��-------•----------------------------------•-•---•-•.... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS ,�),e V10 C 9 IN v (i A I - I o00 Gd LP 1'�G '1'A ilk ;j W I T-t4 i oo �. Ex P. CEIZTIF tED p l.bT P�.Q�,1 L OCAT I O" (�E4-j Ter V I L.L.. CAL v ]ZATt I C6iZTt F 1( Tt4AT TNT rou Qc)ATW W 5140ww pt-A1.1 'QEi=ER kk lc-a tlt✓QEapt CQMPLVS W 1T A TWE 51D'E_l.lWe: A► C) SETBACK VGQUI¢EMEi-JTS DG "r"C- �-� -TowU o� A¢U�?b�3t..Er V"wn L4wtj CnvszT" 3�� B DATE 21 '� �"�l Ct �-`�—�"_ aaxTE� �. ►��E QEGl5CC3LED L.AWo SU2VcYo2S TNIS VLAW IS LJOT t3ASEO OW AW 05TEV-V% ,t G o /I�C�4SSA tw-5S VAAENT SUQVC---f 4Tl4c-- of=G'5f-r-T6 's,40f;iLz> APPLICANT � / ' I KJOT 6 tr U 5 C o To t)C T E V-M f%I C LvT L I f`a S iC ev I hJ t-i t c V-E` 9/16103 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated ;. Cf concerning theproperty located at (/00 CFu vac. meets all of the following criteria: • This failed system is connected to'a residential dwelling only. There are no.commercial or business uses associated with the dwelling. • The soil is classified:as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). _ B) G.W.Elevation J5 +adjustment for high G.W. DIFFERENCE BETWEEN A and B i `—L � r DATE: 1 SIGNED : yn¢i� Co') NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum. No additional bedrooms:are authorized in the future without engineered septic system plans. gASepdc\percexemp.doc 11 Permit Number Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: Lot No. �} Owner: Add Q Contractor: � � ���- yJC'_" , Address: 1'7t;�t •�a•�-���2�� ��1t•��=. @'� � d�5��{�-, Notes: ��\-�h�_.. \JlC'�� T STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date 4105� month/day year STEP 2 Using Water-Level Range Zone and IndexWell Map locate site and determine: OAppropriate index well................................................... 4s Water-level range zone ............................................... . STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ......:............ .... mon h/year STEP 4 Using Table of Water level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water•level zone (STEP 2B) determine water level adjustment STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water level at site'(STEP 1) . t.................... I; Figure 13.--Reproducible computation form, 15 r TOWN OF BARNSTABLE t _ LOCATION —7S d��oOT— W pq'`/ SEWAGE# VILLAG L— ASSESSOR'S MAP& LOT -Q11 INSTALLER'S NAME&PHONE,N . SEPTIC TANK CAPACITY 3 ` r LEACHING FACILITY: (type) �� f (Size) _& NO.OF BEDROOMS BUILDER OR OWNER i PERMITDATE: � �"�J 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 dr within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility 6f any wetlands exist within 300 feet of leaching facility) Feet Furnished by i� AI gqi inn c , a �Y alNS �s P)3, Town of Barnstable � .� Regulatory Services Thomas F. Geiler,Director • BARNSfABM • MA ��� Public Health Division QED NIA A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 4/26/05 Designer: _Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 4/22/05 Robert Septic Service was issued a permit to install a (date) (installer) septic system at#73 Patriot WE, Centerville, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 04/21/05 (designer) 4I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. VjH OF MgSSgC o CARMEN (Installer's ignature) �� E. SHAY C Ncs: 1181 0 GIST0, esigner's Signat ) (Affix Des i 918 ere) 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. Q:Health/Septic/Designer Certification Form x i� TOWN OF BARNSTABLE l (LOCATION 73 PATRIOT WAY SEWAGE# . 5,37 A VILLAGE C F nt T P R v T r.r. .MA, ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. CASH , S TRUCKING inc. 362-3221 SEPTIC TANK CAPACITY(3 ) culte. rechargers and 4 f t . stone LEACHING FACILITY: (type) 3 c u l t e c r e c h a r g e s size) NO.OF BEDROOMS (3 ) BUILDER OR OWNER Peter eames 3 yacht club rd. PERMIT DATE: 8/2 5/9 8 COMPLIANCE DATE: $' -2& '9 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Cash, s Trucking inc . I OT� TOWN OF BARNSTABLE LOCATION "—?C l )I\ SEWAGE # 4MLAGE i C1 ,Q ASSESSOR'S MAP & LOT 4— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �1�J LEACHING FACILITY: (type) 6��l.dS (size) 00 NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 .0 Ap MoVN J 0 Ag �7 Ae 57 SA X-1�� sty No. Fee $5 0.0 0 7 37A THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zpprication for &9;po2;a1 *pgtem Congtruction Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. 73 PATRIOT WAY. Owner's Name,Address and Tel.No. ' Assessor's Map/Parcel C E N T E R V I L L MA. PETER EAMES 3 YACHT CLUB RD. CENTERVILL.MA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. CASH , S TRUCKING, ENSIGN CASH. P.O.BO Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder(no) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations(Answer when applicable) INSTALLATION of ( 3 )C U L T E C. RECHARGERS ( 330 )S AND LiL FT STONE PACK 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 Certifi- cate of Compliance has been issued by thi oard of,Health. Signed Date Application Approved by Date LL Application Disapproved for the following reasons _ - -- Permit No. / -3 7/4 Date Issued TOWN OF BARNSTABLE LOCATION 73 PATRIOT WAY SEWAGE # VILLAGE C'F T T F R\l T T T M n ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO.CASH , S TRUCKING inc. 362-3221 SEPTIC TANK CAPACITY(3 ) culte . rechargers and 4 f t . stone LEACHING FACILITY: (type) 3 c u l t e c r e c h a r g e r 4size) NO.OF BEDROOMS (3) BUILDER OR OWNER peter eames 3 yacht club rd. PERMITDATE: 8/2 5/9 8 COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) Furnished by Cash, s Trucking inc. Id lo 9 ;L No. Fee $5 0.0 0 S 3 7A THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ; 2ppficatton for Mtgpogar *potent Congtruction-Vermtt Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 73 PATRIOT WAY.. PETER RAMES 3 YACHT CLUBRRD. Assessor'sMap/Parcel CENTERVILL MA. CENTERVILL.MA ' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. CASH,$ TRUCKING,ENSIGN CASH. P.O.BO Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder(no) Other Type of Building No.of Persons' Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations(Answer when applicable) INSTALLATION of (3)C U L T E C. RECHARGERS (330)S AND t3: FT.STONE PACK 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 Certifi- cate of Compliance has been issued by this Board of Health. ' Signed Date Application Approved by t Date - t Application Disapproved for the ollowing reasons Permit No. / t7 - .5 3 7A Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on by Installer at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Date Inspector ` S .4 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. ----— No. 't �� ------------------------Fee d THE`COMMONWEALTH OF MASSACHUSETTS, t PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogar 60giem Congtruchon Permit Permission is hereby granted to to construct( )'repair( )an On-site Sewage System located at No.# Street and described in the above Application for Disposal System Construction Permit. No. Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. - v ` Date: e Approved by ' -Board of Health i I •R✓ r ' R • 1 NOTIM This Form is to be Used for the Repair of Failed Septic Systems Only, a CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) a L ENS G N CASH _, hereby certify that the application for disposal works construction permit signed by me dated AUGUST 18/98 , concerning the 3 property located at 73 PATRIOT WAY CENTERUILL .MA. meets all of the following criteria: There are no wetlands within 300 feet of the proposed septic system �a There are no private wells within 150 feet of the proposed septic system The observed groundwater table is 14 feet or greater below the bottom of the leaching facility There is no increase in flow and/or change in use proposed There are no variances requested or needed. SIGNED : DATE: LICENSED SEPTIC SY EM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. 4 j xert r Commonwealth of Massachusetts Executive Office of Environmental Affairs Dept. of Environmental Protection One winter Street' Septic Boston Ma. 02108 John Septi D.E.P. Title V c Inspector kv P.O. Box 2119 Teaticket, MA 02536 WILLIAM F.WELD (508)564-6813 Governor ARGEO PAUL CELLUCCI Lt.Governor J SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 1, CERTIFICATION BU61 Al Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Address of Owner: Sj Date of Inspection: 8I5l98 (If different) Name of Inspector: John Graci Peter Eames;3 York Club Rd.Centerville ` 9� I am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) Company Name,Address and Telephone Number: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate• and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _ Passes This inspection Is based on cdtorla donned In Title V Condition illy asses code310 CMR 16303.My findings areof howthe system Is y performing atthe time or the Inspection.My inspection does _ Needs F rth r Evaluation By the Local Approving Authority not Imply any warranty or guarantee of the longevity of the x Fells septic system and any of its components useful life. Inspector's Signature: Date: 8112/98 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMMARY: Check A. B, C,or D: t A) SYSTEM PASSES: _1 have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: Bj SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes, no, or not determined(Y, N, or ND). Describe basis of determination in all instances. If "not determined",explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of — CoMpliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection, or the septic tank,whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised M7197) One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 0 Telephone(617)292-5500 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:815199 _ Sewaae backup or.breakout.or. high.static water level observed.in.the distribution box is due to a broken, or obstructed pipe(s)or due to broken,settled or uneven distribution box.The system will pass inspection if (with approval of the Board of Health). Describe observations: broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced _The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public watersupply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presense of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method usedto determine distance (approximation not valid) 3)Other D] SYSTEM FAILS: You must Indicate either"Yes"or"No"as to each of the following: x I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No _ -X_ Backup of sewage in facility or system component due to an overloaded or clogged SAS or cesspool. >< _ nischarge or ponding of effltient to the surface of the,ground or surface,wolera due to fill ove.dondod or clogycll cesspool. x_ — SAS is in hydraulic failure. (revised WNW) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:815199 D] SYSTEM FAILS(continued) Yes No x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. x Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. x Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped x Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. —X. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. x Any portion of a cesspool or privy is within a Zone 1 of a public well. —x- Any portion of a cesspool or privy is within 50 feet of a private water supply well. x Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"as to each of the following: The following criteria apply to large systems in addition to the criteria: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No x the system is within 400 feet of a surface drinking water supply x the system is within 200 feet of a tributary to a surface drinking water supply _ x the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone 11 of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 04127197) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:815199 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: ,c_ — Pumping information was requested of the owner, occupant,and Board of Health. x None of the system components have been pumped for at least two weeks and the and the system has been receiving normal — flow rates during that period. Large volumes of water have not been Introduced Into the system recently or as part of this inspection. x As built plans have been obtained and examined. Note if they are not available with N/A. x _ The facility or dwelling was inspected for signs of sewage back-up. x — The system does not receive non-sanitary or industrial waste flow. _X— — The site was inspected for signs of breakout. x All system components, excluding the Soil Absorption System, have been located on the site. x The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of baffles or tees,material of construction, dimensions, depth of liquid,depth of sludge,depth of scum. x The size and location of the Soil Absorption System on the site has been determined based on — — The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub-Surface Disposal Systens. x Existing information. Ex. Plan at B.O.H. x Determined in the field(if any failure criteria related to Part C is at issue, approximation of distance is unacceptable)[15.302(3)(b)] (revised 04127)97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 73 Patriot Way Centerville Map 192 Par210 Lot Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:8!5l98 FLOW CONDITIONS RESIDENTIAL: Design flow: 3m g•p•d./bedroom for S.A.S. Number of bedrooms: 3 Number of current residents: 6 Garbage grinder(yes or no): No Laundry connected to system(yes or no): Yes Seasonal use(yes or no): No Water meter readings, if available:(last two(2)year usage(gpd): rda Sump Pump(yes or no): No Last date of occupancy: nla COMMERCIAL/INDUSTRIAL: Type of establishment: nta Design flow:0 gallons/day Grease trap present: (yes or no) No Industrial Waste Holding Tank present:(yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) No Water meter readings,if available: nis Last date of occupancy: nra OTHER:(Describe) rda Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: none System pumped as part of inspection:(yes or no)No If yes,volume pumped:9 gallons Reason for pumping: We TYPE OF SYSTEM x Septic tank/distribution box/soil absorptions system Single cesspool Overflow cesspool Privy Shared system(yes or no) ( if yes, attach previous inspection records,if any) I/A Technology etc. Copy of up to date contract? Other: APPROXIMATE AGE of all components, date Installed(if known)and source Information: System Is 20 years old. Sewage odors detected when arriving at the site:(yes or no) No (revleed 04127197) s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:915198 SEPTIC TANK: x (locate on site plan) Depth below grade: t' Material of construction:x concreate metal FRP Polyethylene_other(explain) If tank is metal, list age rda . Is age confirmed by Certificate of Compliance No (Yes/No) Dimensions: Le•Vhe-7^w4'10-- Sludge depth:9" Distance from top of sludge to bottom of outlet tee or baffle:25" Scum thickness:t' Distance from top of scum to top of outlet tee or baffle:6" Distance form bottom of scum to bottom of outlet tee or baffle:e" How dimensions were determined. Measured Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Septic tank and all components are structurally sound and functioning properly.Recommend pumping now and then maintained every two years. GREASE TRAP:_ (locate on site plan) Depth below grade: rda Material of construction: _concrete_metal_FRP_Polyethylene_other(explain) Dimensions: rva Scum thickness:rda Distance from top of scum to top of outlet tee or baffle:nla Distance from bottom of scum to bottom of outlet tee or baffle:rda Date of last pumping;,,, Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) rda BUILDING SEWER: (Locate on site plan) Depth below grade: 1-6" Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line?— Diameter. nla_ qvi�mments: (conditions of joints,venting,evidence of leakage, etc.) (revised 0412P97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot a Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:81519E TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: Na- Material of construction:_concrete_metal_FRP_Polyethylene_other(explain) Dimensions: n1a Capacity: Na gallons Design flow: Na gallons/day Alarm level:—Na Alarm in working order?_Yes_No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) Na DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: We Comments: (note if level and distribution is equal, evidence of solids carryover,evidence of leakage into or out of box etc.) Na PUMP CHAMBER: (locate on site plan) Pumps in working order:(yes or no)No Alarms in working order(yes or no)_Ye: Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) Na (revised 04f27l97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Owner: Peter Eames;3 York Club Rd.Centerville Date of Inspection:815198 SOIL ABSORPTION SYSTEM (SAS):x (locate on site plan, if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: n/a Type: leaching pits,number: 1000 gallons leach pit leaching chambers, number:nia leaching galleries, number: Na leaching trenches, number,length: Na leaching fields, number, dimensions:nia overflow cesspool, number:nia Alternate system: nia Name of Technology._nia Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.) The leach pit Is peat the effective depth of leaching,the liquid level was over the invert,pit was ponding to the sureface and Is In hydraulic failure. CESSPOOLS:_ (locate on site plan) Number and configuration: nia Depth-top of liquid to inlet invert: nia Depth of solids layer: nia Depth of scum layer: nia Dimensions of cesspool: nia Materials of construction: nia Indication of groundwater: Na inflow(cesspool must be pumped as part of inspection) Na Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.) Na PRIVY: (locate on site plan) Materials of construction: No Dimensions: Na Depth of solids: rda Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) We (revised 04127)97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 73 Patriot Way Centerville Map 102 Par 210 Lot 8 Peter Eames;3 York Club Rd.Centerville 815198 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references, landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) AA �3 � AC �2 Q6c 5V Page ! of 10 -IrevlaedOdf17197) • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 73 Patriot Way Centerville Map 192 Par 210 Lot 8 Peter Eames;3 York Club Rd.Centerville 815199 Depth of groundwater 12 Please indicate all the methods used to determine High Groundwater Elevation: Obtained from design plans on record. Observation of Site(Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of Health Check FEMA Maps Check pumping records Check local excavators, installers X Use USGS Data Describe in your own words how you established the High Groundwater Elevation.(MUST be completed) USGS Maps and Charts (revlsedOM27197) Page 10 of 19 r 12-0 e l 1 ,EXISTING Q U w, KITCHEN/ s p N EXISTING DINING ® EXIST. > m; KITCHEN ®® B EXISTING 3 ® QE n r mQ ?, B n— N2U!9LAND 76• N P.STEEL COW N (A)SIZED WID BEAM ---- -••••-• ® ® 0 ®� O I? 4 ] — —-—-— — e)SIZED ws BEAM 3 N0EW _ y IX W c ° = ISTING ° OOD EE •� ® �• - ®O LIVING F ISTIN BEDROOM YP. IX5/Ikb HINGLES y m Q AREA > •F EDROO N .8RD 3 O � EW DININ � - PROPOSED FRONT ELEVATION Q TW2442-2 ° 5-6° 2 6° EXISTING FIRST - I FLOOR. PLAN �--_ '8"•GONCgETE WALL- PROPOSL'ID FIRST ■ DAMP. PROOFING C5A °eo ... APPROVID. FLOOR PL,,4N EXISTING °° NSW WALLS ° 4"POURED GONG. SLAB •2X6 KEY, •°e' - .D•A •D•A °Oa °dn °d•A °d• 10"X22"CONG.FTG.� °° dm EXIS7'INCs WALLS COMPACTED•GRANULAR• ------------------------------------ A o.. NSW WALLS HIN-LES D P. IX5/IX6 FOOT1NCf FOOTING DtETAILS - GNR.BRDS. EXIStINrz WALLS 8" CONCRETE WALL PROPOSED LEFT ELEVATION "A'#%f r%�Ui 4.,r,!< -•..'wiil >Srpv}a•�•=`,rvi+'I+ s}'=r'rC;Lr3'F ................................................ Z LATERAL 4 _ z UPLIFT m /'-� EXISTING ANCHOR BOLT AND rr6 a•tNK NEW O BA5EHENT 3°X3"XI/4°PLATE WASHER _ wnlLL POLY CRAWL w MAIN HOUSE SPACING 2X6 PT PLATE SHEA @ S AND FIBEPMESN SPACE _ oR ew�L 141 Q GARAGE SPACING °eQ.u41 O °SA EXISTING K ,°MIN. �dn °d•e �D•a d•A .dL" d•A O Q ,c%niq iiSESEES EGEE�F %E%EEEE'giSEDEEE"E EEES%SE9SE% _._ 3-2xi2'E: - ES:EES II..EII ESSSSESEOSSES�EEEf S%aEEE9SE%isi30�ES%ESEE%SE �dy °d•A �D•A �d•• -°d,•.°da•.�O e•AO•A•°Da• '' __ _ ..... i A FOUNDATION WALL TYP,30"X30"XI5" NEW 3 "X30"kl5" °•"_ °� ° °dA•.°do .°D.• ~•d•A .°OA•.°d•A d•A O•A OA CONC.FTG.W/3-1/2" C RD. CON .FTG.W/4" ,. .. d CONC.FILLED COL. STEEL COLUMIy. e ° a Or PROM F END OF a e• e• a• ° e •- o. s © °e•° PLATES e•A•°e•A•�O•A•°D•• OOD ° °0 dn °On °d'9'°°•°• ° < e• 4 HINGj I,LES °d•A ° A Dn• Q '� _ ° UT TYP.5/S"RODS m 16°O.C. .A °69 °ea�•AD.• r g ..SeW1".•'fti-!1 1f.C:3 vm 546,Ytll � PROPOSED REAR ELEVATION PROPOSED TYP, ANCHOR BOLT SPAGING FOUNDATION PLAN BUILDER • 'JOB ADDRE56 DE51GN p DATE REVISION DRAWN BY PAGE SCALE KINN RESIDENCE PROPOSED LIVINGS AREAC✓�✓L✓oeJ�fi�IU V�o�O 5-18-IS le JB •�oF va"=1'0^ J3 I��signs -13 PATRIOT WAY W FL'RCNAEE OF DRAWNGS LEAVES"FICHASEE 2E REEPONSUSLE FM COMPLIANCE WITH ALL EXACT 91 AND REINFORCEMENT OF ALL NCR COE E FOOTINGS 3l ALL FOO!NG9 SHALL Ex B D BE OW ROEP_INE VERIF DEPTH. I- LOCAL 911 ING CODES AND ORDINANCES•.B DEEIGNS MAY NOT BE HELD RESPONSIBLE Mt1ST BE D=TERMINED BY LOCAL SOIL DoNCITIoNS AND ACCEPTABLE ([;VER!FY STRIICY.I—EL—ENTS FOR OE91G-N.EIZE F:o.eox]Es • �SOg`494-9534 CENTER V I LLE, mA. 0I FOR a—COND TION9 OR FOR THE WE G THESE DRAWINGS Mo.—CONETRJCNON. PRACTICES OF CONSTRUCYCN.VERIFY"OE91GN WtTN LOCAL ENGINEER. WTM LOCAL ENGINEER ANC BUILDING OFFICIALS. zBT BA—STABLE HA C. — —-—-— ----- WALL --- --' LENGTH- 23-0 (------ -„— —. RILL HE HEATHING-_W_.J' 1 ,WALL LENGTH= TYP. RIM TYP.2X6 PT SILL - =- - ACTUAL SHEATHINC---��9, I FULL HEIGHT SHEATHING= "'L' P. BLOCKING Requ!red�%J I ACTUAL SHEATHING=��� RATIO= 1.25 1 lMln. Required_U_9' EDGE NAILING°__&�'_O.C. I RATIO--J.Z� II I I I I FIELD NAILING?_IZ_O.C. J I EDGE NAILING- 6" O.G. -J o L- — L IELD NAILING=JZ_O.G. m -----'— d K 2XIO'S c 16"O.C. d r 2X5'fi o 16 O.C. SHEAR:!_. .•:SHEAR.; .:WALL : WALL I� u yrCaIRDER BELOW SIZED WIO BEAM SHEAR ''SHEAR.�� �SHEAR-. ' _ WALL WALL iii sii :/: nt is- .i i5' :i9 Jig' Ei WALL - TYP.HANfjERS 1 4 (P d Ih •® ®' .10 16"o.c F 2xlo'S®16"o.c. - I lab" L 2xa's m .—s 23'-O" - SNEAK WALL FRONT ELEVATIQ_N BEARING WALL BELOW " SHEAR WALL FT ELEVATION „ FIRST. FLOOR ROOF FRAMING CLAN rWALL LENGTH=15 FRAM INCH PLAN FULL HE SHEATHINC—17'Q I. fl ACTUAL 5HEATHING=__&r2__51 ` 5HEAR' ` RATIO=_Ji.2 "WALL '.'WALL I EDGE NAILING= 6°O.G. 'FIELD NAILING=J2'_O.G. RUBBER MEMBRANE 1/2" FIBERBOARD �314" T/Cs PLY, NAILED 6 GLUED. ---------------- NEAR WALL REAR ELEVATION 2>C10's 10 1(0" O.C. 2XIO'$' 16" O.C. 11 E R4� INSUL, SIZED 11110 BEAM IX-3 STRAPPING 1/2" WALLBOARD 1/2" WALLBOARD 2X6's 'w Iro" D.C. RIP ED6E si NEW R21 INSULATION r LIVING 1/2" WALL SHEATHING AIR FLOW AREA HOUSE WRAP OR EQUAL ;'C -� �-� 5" GUTTER SIDING 3/4" T/G PLY, SIDING NAILED 4 GLUED. XS FACIA i HOUSE WRAP 1 1 1/2"SHEATHING m 2 s 6 O.G. E— �► —� - — � � S 400 VENTJ. ' " D 30 INSUL. NEW 3-2X12's GIRDER 1X6 SOFFIT CRAWL ° SHINGLE STARTER SPACE 3=1/2" GONG. FILLED NOTCH FRIEZE COARSE LOLLY CQLUMN. TO RECEIVE SIDING• 2X6 P.T. SILL 1-I2.5A Qa' 4" �ONC. SLAB °v' SILL SEALER • OPTIONAL 2-15 ROD ° TIES �' TOP RING 2"CLEAR - — •° ?.oo <v n� .d `� �' -•p.°'' 5/5'X12" ANCHOR BOLTS. D CROSS &ECTION ETAIILS EAV --------- SILL SILL DETAILS O (NOT TO SCALE). #, E AVE P E 1 AIL 6 (NOT TO SCALE) BUILDER '.`' JOB ADDRESS DESIGN' DATE REIV1510N DRAWN BY PAGE SCALE KINNE, RESIDENCE PROPOSED LIvING AREA alwall � "� �"o COM 5-IS-IS * JB •�oF� 4/a"=I'o' JB 17es i ns rrT -13 PATRIOT WAY W fl%FLRCHA$E OF DRAWINGS LEAVES FVRCNASE4 RF5PON5 DLE FOR COMPLIANCE W!TN ALL ^J EXACT 51=AND RMWORCc ENT OFT L CONORE E FOOTINGS AJ ALL FGDnNGS SHdLL EX END BE OW FROSP_INc vE�! DEPTH. hI LCCAL gI:ILDING CODES AND OROINANCE9,.6 DESIGNS MAY NCT BE HELD RESPON—LE MUST BE DETERMINED BY LCGAI fiOiL CONDIT10N9 AND ACOEPTABLE (<:vER!FT 81RUCT!%RAL ELETtENTS FOR DESIGN.SIZE P.O.BOX 185 e'_ 43G-9.S3•C CENT R V I LLE, mA. o CCR SRE CONOn10N9 OR FOR NE LSE O N'SE DRW"ING9 WRING CONSTRUCTION. PRACTICES OF CON9TRUCnCN.VERIF DESIGN WIN OCA ENG!kBER. W H LOCA ENGINEER AND BJI'D!NG O FICIALS. E9t BARNBTA9LE GL ONd9 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MR14 Exp(OSURE O // // //D)-\ //y� 1, �� /p\ //MASSAGHUSETTS CHECKLIST FOR COMRLIANGE 1180 GMR 5301.2.1•Ij cIANC 20 W (/////\\\vV///(/// ///// Ull\\VllCOMPLIANCE I.i SCOPE WIND SPEED(3-SEC.GUST)--------------------------------- __________________________________________110 MPH WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------- 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8!N 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF NUMBER OF STORIES<2 STORIES_I/ JOINT DESCRIPTION COMMON NAIL SPACING ROOF PITCH------------ ______________(FIG 2) ��" <12:12 1/ NAILS BOX 4AI MEAN ROOF NEGHT._____c___________________________ (FIG 2) ----------__________-____________-.__JQ_R:'<33•�L ROOF FRAMING- BUILDING WIDTH,W------_ (FIG 31 FT<90' BUILDING LENGTH,L _____________________ (FIG 3)-----------------•_----------•--- _--23_FT(80'�- NAILED) 28d 2-IOd BLOCKING TO RAFTERS Rf3E- E•'L�. BUILDING ASPECT RATIO(LAU)._______________________ (FIG 4).______________-_-___-__________-:_.__LZ.2_<3:1�_ RIM BOARD TO RM-TER(ETi0.`IAILED) 2-I6d 3-16d EACH aSID NOMINAL HEIGHT OF TALLCBT OPENING).__•------------ (FIG 4)---------------------------------•---�--8-<6 8 -�L \ WALL FRAMING , 1.3 FRAMING: CONNECTIONS TOP PLATE AT INTERSELT2*5(FACE-NAILED) 4:6d 5 I6d AT JOINTS GENERAL CONIPUANCE WIN FRAMING CONNECTIONS.__. (TABLE 2).--------------------------------------------- STUD TO STUD MACE-.AILED) 2-16d 2'bd 240 O.G. TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) I6d I6d 16'O.C.ALONG EDGES 2.1 FOUNDATION Be CON ON 4 6'O.C. FLOOR FRAMING FaUNDATION WALLS MEETING REQUIREMENTS OF ISO CMR 5404.1 CONCRETE._____________________________________________________________________________________________ �L JOIST TO 61L3-TOP PLATE OR GIRDER(TOE-NAILED: 4�d 4-IOd PER JOIST TYP.1/16"WOOD ' - CONCRETE MA50NRY.c__________________________________________________________________________________ �_ ,i.•' BLOCK NG TO SLL G.RBLOCKING TO JOIST OiOP p©TE(TOE-NAILED) 3-tl 4�d EACH BLOCK _ =, STRUCTURAL PANELS LEDGER STRIP TO BEAM OIR GIRDER(FACE-NAILED) }I6d 4•I6d EACH JOIST 2.2 ANC,IORAGE TO FOUNDATION," JOIST oN LEDGE R ER TO 6EAI'1(TOE-NAILm) 30d }IOd PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR 5/8 PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY r ` , '• - BAND JOIST TO JOIST(END-NAILED) 3-I6d 4-Ibd PER JDI6T „ BOLT SPACING{-.ENRAL .-______________________-(TABL2 4).____________________________-,-ii-ii'�)_IN._2L 5 `, \ •",• BAND JOIST?O SILL OR TOP PLATE(TOE-NAILED) 2-I6d }Ibd PER JOIST BOLT SPACING FROM E'ND/JOINT OF PLATE---------(FIG 5)----------------------------------8a-I2 IN.(S"42"�L \ ,•,•••,•,••.••,•_ BOLT EMBEDnIB�Ii-coN,t,RETE---------------------(FIG 5).____------------------------_-____�_iN.>T"_,L ROOF SHEATHING : ?. BOLT EIMBECMENTNMA5ONRY----------------------(FIG 5)--------------------------------- 0 IN.>15' TYP.EDGE NAIL SPACING .•+'•i',a_..,_.•,• •-_ _-___ WOOD STRUCTURAL PANELS PLATE WASHER-----------------------------------(FIG 5)-------------------------------------->3'X3'XI/4" (ad COMMON-6"O.C•) •`•" •• •• RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad Ica 6"EDGE/6"FIELD RAFTE 4.EDGE I FLOORS • ' -"•, \\ \ \\ \ GABL EBIDWALL RAKE OR RAKE TRUSS Ed ICd 61 EDGE 1 6"FIELD - FIELD 3.) FLOOR FRAMING MEMBER SPANS CHECKED------------(PER ls0 CMR 55.00)----------------------- �_ _I RAFTER CONNECT.ONS •i WITH NO GABLE OVE t:ANG NON- IT TYP.H2.5 TIES GABLE ENDWALL RAKE OR RAKE TRUSS O.C. ad IOd 6'EDGE/6'FIELD MAXIMUM BOOR OPENING D:HEN5iON-----------------(FIG 6)._______------------------------- ....�.FT<12'_�/ - -'�',••'• .P.HORIZONTAL DOUBLE FULL HEIGHT WALL 5ZJDS Ai FLOOR OPENINGS LESS 2'FROM E!.RIOR WALL(FIG 6).______ �L LOADBEARING ;, '. _ W:ETRIILTTIRAL OUTLCJKr725 ---------------------• NAIL EDGE(SrAilr- v NAIL STUD HEIGHT ' GABLE ENDWALL RAISE OR RAKE TRI16S ad IOd 4'EDGE 1 4"F..ELD MAXIMUM FLOOR JO15T SETBACKS , PATTERN 8d COMMON_'O.C. UPLIFT ,. WILOOKOL'T HLCCi<S SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG l)--------------------------------- Fi<d�L (� I ••, •, IRgI MAXIMUM GANTIL'-_VERED FLOOR JOIST .MAX.WALL OADBEAR WT CEILING SHEATHING: - ° ' ° ,.. YP.1/16,WOOD STRUCTURAL STUD IJ,BGHT SUPPORTING LOADBEAIRING WALLS OR SHEARWALL.(FIG a)--------------------------------------Q FT<a_AL HEGHT 20' I ) , GYPSUM WALLBOARD Sd COOLERS - T°EDGE/10°FF1J FLOOR BRACING AT E(DWALL5-----------------------(FIG-9) .___________ ----------------------------------- _�L I 'q VERTICAL PANEL BHEATHINC- FLOOR SHEATHING TYPE.a____________________________(PER VO'-MR 55.00).__________________s_____________- �L >•-`° �� ALL SHEATHING FLOOR SHEATHING THICKNESS.________________________(PER le0 GMR 55.00)------------------- ;/d IN._�L � '•.-: P.VERTIG?L EDGE NAIL EIG WOOD sTR11CT:RAL PAN33 FLOOR SHEATHING FASTENING------------------------(TABLE 2)�d NAILS AT 6 4 EDGE,. 12 IN FIELD�L ' r �' 1 - •• •.',- SPACING(Ed COMMON STUDS SPACED UP TO 24`-O.C. ad Ica 6°c"JC.E 1!Y FIELD _ _ MAX.WALL H -HT 10' In'AND 25/32°FIBERBOARD PANELS EC - 3'EDGE/6°FELD 4.i WALLS •- n'GYPSUM WALLBOARD WALL HEIGHT 1 ° r - ad COOLERS Y EDGE/r0'RF1D � FLOOR SHEATHING. LOA'SEARING WALLS..___________________________!FIG 10 AND TABLE 5).____________-_____:-_.19.r_FT C 10'�L TYP.FIELD NAIL 6PACING NON-LCADBEARNG WALLS._______________________(FIG IO AND TABLE 51.___.••__________-_ 7_8°FT(20'_AL , WOOD STRUCTURAL PANELS WALL STUD SPACING._-__-, ___.(FIG IO AND TABLE 51----------------•_._6 IN<24'O.C._,L , � P „- ',-' ed COMMON a 1M1 GREATER T ESS ad IOd 6 lod EDGE /6 FIELD 11 .•� r OR- WALL STORY OFFSETS .__:--------------------------- - _________________________(FIG T/Bl._________•____________________1___._1Z FT C d�_ i � ,I > •• G r THAN I" IOd "-� " 4.2 EXTERIOR WALLS' WALL STU 5 GENERAL NAILING SCHEDULE LOAGBEARING WALLS_____________________________ (TABLE 5)._______•________ ____.2>116 FT�IN I_ LATERAL 4 f '•; . NON-LOADBEARING WALLS-------------------------(TABLE 5)----------------------------2X.4; FT�._IN V GABLE END WALL BRACING, ° g • FULL HEIGHT ENCWALL STUDS______________________(FIG IC)---------------------------------------------- _�L ° ° '.• Do .°d•e do . 6YPSU P AT'IC FLOOR LENC•TFI._____________________...(FIG II),___..____________-_•_____________-. 3 FT>W/3 IL M G CEILING LENGTH OF WSP NOT USED)._______.(FIG III._________________________________: Q FT 0.9W_/_ a �+ 'a, e,•e a • AND 2X4 CONT!NUOUS LATERAL BRACE-6 FT,O.G.(FIG IU._____________________________________________. �_ sa �de �d•a SHEAR ,°°'ap•d°'°p'Dd OR IX3 CEILING FURRING STRIPS-16"SPACING MIN.WITH QX4 BLOCKING-4 FT.SPACING IN END------------ -,L r. ° , ° `°. a ,° DOUBLE TOP PLATE ° e JOIST OR TRUSS SAYS .________________ DOUBLE TOP PLATE STUD �_ `p>° 4•aa 24"O.-S.MAX. 24"O °d•e a .°do SPLICE LL-NGTH.__•_______ ___.(FIG 13 AND TABLE 6)___________________________flFT�_ a STUD SPACING,, STUD SPACING°rd'e SPLICE CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 6)_______________________•______e_ �� a +°� v•.° ° ^ _ _ - 0 dd LOADBEARING WALL GONN=CTiON6 ''a •a d'a .40'A .40a .-d a d n .4 a da•"d•• _ _ -_ _'ems•• _e LATERAL(NO.OF ISO COMMON NAILS)------------(TABLE V---------------------------------------- NON-LOADBEARINC.'WALL CONNECTIONS BLE HEADER DOU LATERAL(NO.OF I6d COMMON NAILS).__________.(TABLF 0)___________________ �� d•o do 'a d•s d•• g LOAD BEARING WALL OPENINGS!RECORD LARGEST OPENING$UT CHECK ALL OPENINGS FOR COMP�L�IANCE TO TABLE 9) HEADER SPANS_________________________________(TABLE 9)._____________•_____________.S)Jr�JN.<11'�L S BILL PLATE SPANS._.i__________________________.(TAB �F LE 9)._____________•_____________. T Q. UN.<II'-ELL I FULL FULL HEIGHT STUDS(NO.OF STUDS)----------------(TABLE 9)----------------------------__:,-------_-4 _1/ MAXIMUM WALL STUD HEIGHT-, STUD SPACING , EIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT C14EGK ALL OPENINGS FOR COMPLIANCE TO TABLE ) - STUD HEADER SPANS---------------------------------(TABLE 9)---------.--------------------- FT 0IIN.<12'_1/ RAFTER CONNECTION AND WALL. SHEATHING; SILL PLATE SPANS ------(TABLE 9)._____________________________AFT .O IN.<12' 1/ - I OUBLE JACK STUD----,, FULL HEIGHT STUDS(NO.OF STUDS)----------------- 9J-_-__---------------------------------- 2 --AL- REQl11REM'cNTS 4T EACH END OF HEADER EXTERIOR WALL SHEATHINd TO RESIST UPLIFT AND SHEAR BIM:LTANEOU5LT4 _ I MNIMUM NUMBER CE U, HEALER SPAN HEADS¢ LiPLIFT LATERAL � WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,(W l _ n (FT.) 912E FULL-HEIGHT (L.3.1 (LBO NNOMINAL '_.. _- OMINAL HEIGHT OF TALLEST OPENINGT.--------------------_------------------------------.___.b�(6'8"�L STUDS .. _____ BREATHING TYPE--------------------------------(NOTE 4).______•_______________________-_------ 1/2 IN._I/ [ld EDGc'NAIL SPAGING.c_______________ 2' 2-2X4 I 2T1 132. -- ---___________-CTABL,10 OR NOTE 4 IF LESS).___•______-:_______I .�L - ____FIELD NAIL SPACING.c__________________________-(TABLp.!0) .______--___________________--_______IN.�A� SEE PAS E 2 OF 3 3' 2-2X4 2 416 19&.SHEAR CONNECTION NO.OF I6d COMMON NAILS) (TABLE 10).____________________________e________ 4' 2-2X4 2 554 264 I PERCENT FULL-HEGHT SHE4TNING._______________.(TABLN'10).________•___________-_______:_______% �L 5.ADDITIONAL SHEATHING FOR WALL WITH OPENING>!'8'(DESIGN CONCEPTS)_________________________ _,L " 5 2-2X4 3 693 330 -' MAXIMUM BUILDING DIMENSION,(L) 6 2-2X6 3 831 39b ,�-'-•'-:•--•- -`. -'•'-- , NOMINAL HEIGHT OF TALLEST OPENING 2._______________T__ ____ __ '(6'B"�________ T' 2-2><8 3 9T0 462 SHEATHING TYPE_______________________________(NOTE'A)..______________________________e___-___ In IN.�L - ° ° ° EDGE NAIL SPACING.c---------------------------(TABLE It OR NOTE 4 IF LESS)._____._____,________IN.�L 8' 2-2XI2 3 1,108 52� .40n .;d�n .4dn .4It .ade .40n .;Aa .ada FIELD NAIL SPACING•a___________________________(TABLE 11)._____________________________-_________IN._AL SEE PACEE 2 OF 3 9' 3-2X10 3 1,241 594 ,i lF , • �• : SHEAR CONNECTION(NO.OF 16a COMMON NAILS) (TAB iU..____________________________ ________ �L ° , •,° ••°„ v " a •. PERCENT FULL41E1GHT SHEATHING- (TABLE III________________ ------ : �L 10' 3-2XI2 4 1,385 660 TYP.ANCHOR BOLTS AND P.ADDITIONAL 9H`cATHING FOR WALL WITH OPENING>38"(DESIGN CONGEPTS).__________c_ - - e e •,_____________ r e WALL CLADDING II 4-2X10 4 1,524 126, a, a• 3°X3°Xi/4'PLATE WASHE¢a RATED FOR WIND SPEEDT______________________________•,._-__.____________________________:_ �L n d�a ,°b-e'°d•n adn•°d�n da d'o be d'o WALL OPENINGS - HEADERS ° 5.1 ROOFS a > . ROOF FRAMING MEMBER SPANS CHECKED,(FOR RAFTERS USQ AWC SPAN TOOL,SEE SBR5 WEBSITE) �L IN LOADBEARING WALLS.. °••4°'°°-a°'°•''a•o�.°d n,.°d'n•.°d•o 3,°d•a s.°d•e •°b•e ROOF OVERHANG-------__--------------_____-------(FIGURE IS).____________ _SZ FT(SMALL-ER OF 2'OR V3 e TRUSS OR RAFTER CONNECTIONS AT LOAD BEARING WALLS d•a by .°d'o .°d•A .°0•n .°d•a .°ba d-a .°d•e .°d'• PROPRIETARY CONNECTORS UPLIFT________________________________________(TABLE I2):___________________-_________._____.'J•2C23PLF�L . LATERAL________.:___________________________ .___________________________._-<_-__.L,JaC PLF�L SHEAR---------------------- RIDGE 12).__.____________________._____.._ __.S,ll PLF RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT U5ED PER(TABLE 131________________________________T°aF23PLF GABLE RAKE OUTLOOKER----------------------------(F'GURE 20)--------------_Q FT<SMALLER OF Y OR Ln�L ,RUBS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALL", PROPRIETARY CONNECTORS UPLFT------------_----------_--------------_.(T451-12 14J..__________________________•_.------U"-413J-B.�- - LATERAL(NO.OF I6d COMMON NAIL5J..........(TABLIg 14)._____________________________:__:__.L.148,B.__,c__ STUDS AND HEADERS ROOF SHEATHING TYPE..:,___________________________!PER TBO GMR 59.00 AND 59.00J---------------------- �L ROOF SHEATHING THICKNE65.______________________________________________________________JL2._IN.>1/16"WSP ROOF SHEATHING FASTENING-------------------------- (TABLE 2)._------------•---_------------._ ------- I AROUND WALL OPENINGS BUILDER -JOB ADDRESS DESIGN MCI �///f�/f//� _�j DATE REVISION DRAWN BY PAGE SCALE KINNE RESIDENCE PROPOSED LIVING AREA �✓�=✓� IJONOMEDESICM �COM -IS-IS a J) oF�' v4"=1'-4° �B Z)ea gns l3 PATRIOT WAY I2( (I)FVpGHAOE OF OftAWING6 LEAVE&PJRC SER REOPONEIBLE FOR COMPLIANCE WITN ALL L It ACT AND REINFORCEMENT OF Ay CO,4' .FOOTNGg (3)ALL FOOTINGS ONALL ExTENO BE LW W. TUNE VERIFY D PTH. CENTENR V ILLS, mA. r I LOCAL EULDMG CODES AND CRVIN E0, CEW-6 MAY NOT BE HELD RESPONSIBLE MU57 BE OET-R NW BY LOCAL 0OtL CONOITION5 AND AG^.�TABLE 14!'I�S2'FT 6TRUCIRAL El=J-T6 FOR DESIGN(AI P.O.BOX� (50Bf FS4-9S� ZFOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS WRING CONSTRUCTION. !PRACTICES OF GONETRUOTIO.•L VERIFY OE N WITH LOCAL ENGINEER. WITH LOCI' E1G:NEER AND BUILDING OFiCILLS. YLST B4RN9TABLE/'lL D1gg9 *NONE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. - .. SECTION A ""A ALL OUTLET PIPES FROM THE , , O. 10' ruin.. from DISTRIBUnON BOX SHALL BE Gt _ 4 Existing Foundation house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 Fr. t2" -' IcotacrttlE COVER s D-BOX cover must be T I� TOP OF FOUNDATION = ELEV. 100.00 (Assumed) Septic tank covers must be g within 6 in. of finished rode 'j 3 5'OUT l ' 2 :1'i. '41° a '+ G within 6 in. of finished grade • 99.00 Grade over D-Box 99.00 Vode over SAS 99.00 3' of 1 8" - i 2" Washed Peastone- - - -' Grade over Septic Tank -- - / / . i` �'.;,L. � KNOCKOUTS to 1 1/2 Washed Crushed Stone > A i t5.5" I 12" INLET U' S7- (,702 3 HOLE H-10 4:c PVC (CAPPED}INSPECitON PORT TO BE g ? an j ST. BOX 3' Maximum Cover LLED AND TO BE 'MTHIN 6" OF GRADE . 5 "+ 73 P4tlfet Way0 EXIST. S=O.0}-or Greater Top OF System- Elev. �96.00 "�-- - -1 -� '�r' r •I EXSST, PI['E �. O 1,000 GAL. 35. sR 0.0,' Per foot 10" Effective Depth 4" SCH, 40 Te .75' FROM EXIST. FOUNDATION rn SEPTIC TANK n rn H-10 r, 0 20' PLAN SECTION CROSS-SECTION �' `° 7 Units 2 6.25' - 43,75' I CONCRETE ruu rovNDArro a u ui m 0.83' (10 inches) s , I 6 N N z'( - z" 3 HOLE H-10 DISTRIBUTION BOX n �: SYSTEM PROFILE 6 in.ot 3/4--, 1/2" > 3.75' I > compacted stone rn �! NOT TO SCALESDrr Not to Scale - c ' 5 2.5'- • 2.5' it Ei'fective Length W eFxav +s:amwrvo.a�raAvrEJ S v 3'---� > SOIL ABSORPTION SYSTEM <SAS) -- 8, v -- GENERAL NOTES 6 in.of 3/4"-t 1/2" p a� compacted stone a EFFective Width NFILTA ROR HIGH CAPACITY M-20 LOADING)/ GEORGE ❑'$RIEN P O o 1. Contractor is responsible for Digsafe notification NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE J -(OR EQUIVALENT) P 9 pipes. m Not to Scale and protection of all underground utilities and i es. I Bottom of Test Nole i Elev.=e».00 2. The septic tank and distribution box shall be set w - - NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" Groundwater Observed - NONE OBSERVED level On 6" Of 3/4"-1 1/2" stone. - -"-"-'--- - ---`----- 3. Backfill should be clean sand ',or gravel with no I _ - stones over 3' m size. j - \ 4. This system is subject to inspection during installation P C R r 0�__�l ION ; TEST ST �� by Carmen E. Shay - Environmental Services, Inc. l_%-__ I�l l 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan 1 Date of Percolation Test: APRIL 20, 2005 and Local Regulations. I Test Performed B CARMEN E. SHAY, R.S., C.S.E. Y 6. if, during installation the contractor encounters any j Results Witnessed By WAIVER(per Barnstable B.O.H.) soil conditions or site conditions that are different EXCAVATOR: Shay Environmental Services, Inc. Percolation Rote: Less Than 2 MPI @ 36" �'' from those shown on the soil log or in our design installation must halt & immediate notification be 1 f made to Carmen E. Shay - Environmental Services, Inc. Test Hole No. 1 7. No vehicle or heavy machinery shall drive over the ( 1 - I DEPTH SOILS ELEv.{ septic system unless noted as H-20 septic components. -0 99.00 g equals on all outlet tee ends. 8. Install Tuf-TTte as baffles or _- 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Sad �\ 10, All solid piping, tees & fittings shall be 4" diameter ,o YR 3/2 Schedule 40 NSF PVC pipes with water tight joints. 0"-10, Ate. 98 11. Municipal Water is Connectedli to ALL OF The Residence and Abutting 1 Loamy LOT #9 Properties Within 150 Feet. --- Sand -- iD vR 5/6 - 6 THE PROPERTY LINES .ARE APPROXIMATE AND " B. , 9 COMPILED FROM THE SURVEY PLAN GENERATED BY 12"-36" _ 96 UU \� Medium i \ ELDRIDGE ENGINEERING of OSTERVILLE, MA Sand LOT #13 CERTIFIED PLOT PLAN OF #73 PATRIOT WAY, CENTERVILLE., MA" 2 5 r 7114 DATED DATED JANUARY 31, 1979 30"-132" C, 88 00. LOT 7 15,0 38 Square Feet f% AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN _�._. - 99-- IT SHOULD BE USED FOR NO PURPOSE. OTHER THAN Failed\^ \ THE SEPTIC SYSTEM INSTALLATION. Leach Pit ------ - - - PROJECT BENCH MARK - - ��\\ - EXISTING LEACH PITS TO BE PUMPED OUT AND FILLED IN PLACE TOP OF FOUNDATION �� b0 NOTE: ANY STRIPPED OUT SOIL, CONTAINING LFACHATE -• 100.00 (Assumed) �� D-Box I FROM THE EXISTING LEACH PIT !TO BE DISPOSED I ELEV.V. - o --__1--- O `\ r?•5 OF AS PER BOARD OF HEALTH SPECIFICATIONS. I lfj - - ._ -_. ______-_ ___-_ _• THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY t 9 Perc #1 T DECK . . . _-- Depth to Perc: 42" to 60" y ASSESSORS MAP 192 PARCEL 219 -� Perc Rate- Less Than 2 MPI • LEGEND Observed Groundwater None Obs. TEST HOLE #1 7; /� 98___ ` EXtSTING -- - �� i 3 BFDROOM El EV.= 99.00 I - _ - --- - - --- ----- ------- - -- _- ��`�� `� HOUSE 4 0 104X1 DENOTES PROPOSED I ---2_-18• DIAM'ACCESS MANHOLLS--- P73 / f . y. SHED l � SPOT GRADE tt LOT �#9 DENOTES EXISTING x 104.46 • •' SPOT GRADE 97-- ��� ,L- - - - PL PROPERTY LINE 1 _ �\ GRAVEL -` ---- __ ----_ �- - -- ------ --_ r- _0 r INLET -- - ------ --98 �� PROPOSED CONTOUR ourET _ 1 DRIVEWAY 96P 8>,. _ I - t+r AccEss covERs FOR THE sEpnc TANK, I 1� -97 EXISTING CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT i__ _ `- -- 97 SE, DEEPER THAN 6 INCHES BELOW FINISHED 1 - --- L--- -- - ------ -- _ _ \ J4' - GRADE $HALL BE RAISED TO WITHIN 6' OF L = 157. J 7 1 1 !'--`` `- \ - `STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. - +--� -� L -- --- DL 'P TEST HOLE & FLAN VIEW INSTALL 111E-T1TE GAS BAFFLES OR EQUALS R =188J.90' 1 � � \`� PERCOLATION TEST LOCATION - --- `�- 3-24' REMOvA BLE COvFRS-� / ------------�, •�L_�__.. -- ----_--____-_ � � •- - FOOT STOCKADE FENCE 6 1• J min. drarance I + 13' � HttET T' I �l� � / 7 •L -------- -- - i INI.F.T t;, ., -J 8" min 12"..min. inlet to outlet 6• min. --,A /� _ -. _- id --- }- OUTLET ___ _. .__. � ® 1 A 1 .t.___ f" Liquid Tevel I - LOTLA t s r � - 5 -7 (40 FOOT RIGHT OF WAY) E $ I 4...0' min. i a oe.Saco. Liquid depth f� OF PROPOSED SEPTIC SYSTEM UPGRADE e PREPARED OR D 0 0 0 LAS S �c M A R I E K I N N E I CROSS SE_CTIOP�I E _ .D. ._SCCTION AT IYPICAI_ 1000 GALLON SEPTIC TANK # 73 PATRIOT WAY _- NOT TO SCALE CENTERUIL�'E, MA PREPARED BY: OF C,alc.ulatl�ns -_ -_ ------��- ----- Number of Bedrooms: 3 Equivolent to 330 Gal /Day (330 Gal./Day Min. per Title V) M N cyGJ /�/� {� T Y ' Garbage Grinder No CAR L E. A�II Leaching Capacity Proposed: 330 Gott/Day Minimum (Min. Per Title V) E. NVIRONMENTAL SERVICES, INC. Septic Tank 2 x 330 Got-/Day = 660 USE EXIST- 1,000 GAL. Septic Tank. " SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch �p P.O. BOX 627 Bottom Area: 0.74 gal/sq, ft. x 384 sq. ft. = 284.16 gallons AST FALMOUTH MA 0 20 40 50 IST�� E 02536 Sidewall Area: 0.74 gal./sq. ft. x 93.3 sq. ft 69 gallons S Providing: 353.20 gallons - 4NITAIi0' TEL/FAX : 508-539-7966 Use: (7) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0,83' (10 INCHES) EFFECTIVE DEPTH, SCALE: 1"=20' DRAWN BY: CES DATE: APRIL 21 , 2005 TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES, AND 2' OF WASHED STONE PP.DWG SHEET 1 OF 1 ON THE ENDS. NO STONE UNDER. SCALE: 1"=20' PROJECT#SD727 FILENAME: SD727 --.. ----- -- -- --..._ _ - ---- - - - ------------- LET ---_- --- _. --