Loading...
HomeMy WebLinkAbout0159 CINDERELLA TERRACE - Health 159 JNDERELLA TERR A=047-106 a r S �i S -M xi 98.sMAP 4791 MAP 47 PARCEL 9E---904 --.- -PARCEL 96--003 N 35°44'22'C13-1.00'25 EXISTING PIT ! l: :?'f ('7 / (TV BE PUMPED 8 c ' FILLED V/ SAND) �a,��l �` ._�' i=.' X3`� (/ 48' _I 9a 5 ! i .. i W EXISTING SEPTIC 0� TOP OF TANK EL+ 97.77 $5 INVAIUT)=96.441 i. x 9.7.:9` - i MAP 47 , PARCEL 107 3 98.8 EXlsTINpM co X BEDR[3 . g� GN gag HD�SE oo g35 �` r w -1: BENCHMARK TOP OF CONCRETE BULKHEAD CORNER -- EL:1 00.00(Assumed) � LOT 14 MAP 47 PARCEL 106 -` o 20,038fS,F. XIST: . 0.46+Ac. Cdls wnnect) 32-94 L=98,14'. S 38°31'40'W R=1483,36' (Record) SCALE, 1'-20' �L l\ l f C CINDERELLA 0 20 40 I. � a � �s �s i= N N • of VC C J C NIP OIN s II` NOIle: VVV _Vl � Us.Pr e.crfprlve�e-,ldent�.I Wood � Deck Go strver's• Guide OGAG-09 .bwudnn the co I' R-es�den+iwl Gcde,+o build deak- i pflcee^G" u ew i P.r.Oeck p�/G�wlllnq+Y+rem - ' I 1 L I J 1 Ow I 1 New✓-ITGNeN pININA paoM ° 1 aA�Aae i a LP r _ __ q Thi+pion wwti de..:gned�n we Z�, the Internwtlonwl R-es�denri. — _ j 0 e�Yion wnd the Mwr.wthv.e S 1.00 B+h edl Y�nn. C Window prat eat�nn rn roof, Prcrect'ion. a r J P P 0 New M Oa 0 0 x r �xisr�nq Fra �nq I: ji 1 1 !I Existing Frrm a ny I l . _ --hfmpan mLuhzG hw�e 1 P�T.z xB L<dger wthwcl�<d w/ � P.T.zxB JniaYae lGn.c. -I/2"x 9•Iwgbnlra6 lG"c.c. 3 T a fr�a+a e 1 G o 1 himPaono LUh 2 G hwnq<ra a 1 G•a,c.—_/ h�mParn H 2.S hurna.,ns rasa e 2 4•r.�. �ocf brwcinq a -p^c 1 �� For P.nel co ecNe a I" - 1 I 'j I is Engmeercd•AtY'ic"tr Ua a e 2<" �i; I I: I AN I Ii Prwm<frr JelU.m Vh70q I��.I r.o.909/IG"x�B /B" oPeN to 1�ELow ! ! i I `A+rtc truaasa e q•n. I ' n cna I I ------ --- -- -- ------ - h{mPann H z.s hUr wne r��sa e s�wfter e I � G�'�.GOOF F�pf7E PLAN TOWN OF BARNSTABLE F.C- ' &A1 ON /S71 C-il'061& I MR-. SEWAGE # VILLAGE �!A? Q5i�nilj.1,; n ASSESSOR'S MAP & LOT �I _ INSTALLER'S NAME&PHONE NO. [�l�✓dY hq,,47m-� SEPTIC TANK CAPACITY � %� LEACHING FACILITY: (type),� (size) �.�� ,4 NO. OF BEDROOMS_Y 2 BUILDER OR OWNER P6EA- MLADM* PERMIT DATE:�� ^tl( 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 Tit Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Migoot dip.5tem Construction Permit Application for a Permit to Construct( Repair(V)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. e6R610 1?I_p°CE Owner's Name,Address and Tel.No. L6T- /4 FLCT�; ['vraock Assessor's Map/Parcel /+-7 D M .�`\` �,1?APWr)0 P,04Miv w a v Installer's Name,Address,and Tel.No. LiFV7IV AV�C Designer's Name,Address and Tel.No. Type of Building: �' � � Dwelling No.of Bedrooms Lot Size��� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3-T a gallons per day. Calculated daily flow 3 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /00 Type of S.A.S. Description of Soil �3.2 ` X 2 ` X Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co d not to place the system in operation until a Certifi- cate of Compliance has been issued by is Bolyd of a h. Signed Date �d Application Approved by G• Date t Application Disapproved for the following reasons Permit No. — 2's Date Issued �L•1_ 1� ! L. ~ .. .....� Fee No. /I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for Migpont bpgtem Construction Permit Application for a Permit to Construct( hRepair(V)Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. [��(( X1 Z144 -r 4X - Owner's Name,Address and Tel.No. Lot !4 /PETER (f/?1v/�4bonLk Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 13FV/Y AV07T6 Designer's Name Address and Tel.No. ; -N&ToPU/t, U DER l�000IAD, f'OREs7�9�E m srorv5 %u5 oa1SV8 EN(, tvoRtc 7 7- 31 ` Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2 0-639 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow '� ! � gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /OQO Type of S.A.S. { A .�` t `� Description of Soil '�' - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co ,and not to place the system in operation until a Certifi- cate of Compliance has been issued b is Board Afth. Signed Date f j"'o2 Application Approved by Date I"?G l b Application Disapproved for the following reasons Permit No. �C � - Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CE , that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( by /E/ 191I-67TC at 1Jr61 CiN,DEaE&A 7-60&E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.?(: C-=\-— dated Installer QpkgN Ayo17e-- Designer WORk5 The issuance Qf thisJpermit shall not be construed as a guarantee that the syste 7w'It f�jnction as/designed, Date Inspector Yell' 4V_ G4,yvi11't � f No. ? �� Fee r, ) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE, MASSACHUSETTS Miopooaf bpotem Construction Permit Permission is hereby ggrranted to Construct( )Repair(V)Upgrade( )Abandon( ) System located at /5cl C/1YOKAE LA 1666 6 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: ?`2 l-c CS —Approved b PP Y .j Y srzs1ot i NOTICE: This Form Is To Be Used For the Repair Of Failed. s Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated_ 1 Z� concerning the property located at 5C _ C ( lri �►C.� _— meets all of the following critera: • This failed system is connected to a residential dwelling only. There are no commercial of 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 preliminary 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 not be located less than fourteen (14) feet above the maximum ad;usted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the foilowing: A) Top of Ground Surface Elevation ('using GIS information) B) G.W. Elevations + adjustment for high G.W. (o/ 7� DIFFERENCE BETWEEN A and B SIGNED : - DATE: h a NOTICE Based upon the above information, a repair pennit will be issued for —,bedrooms J max.imurn. No additional bedr(�osns are authorized in the future without engineered 1 septic systerm plans. q:hnkh raider,percexmp r BEEP usui tVATION IIOI,C LOG Hole # Depot from Solt llor.izon Soil Texture ff Soil Color Soil Otltcr Surface(in.) (USDA) I (Munsell) Molding (Structure.Stoncs,1100ldcres. ansistcncv.%GravclL_ It `i'.-.tgrSe 5epneel Z>.5 / s/�j _ ;> zw DEEP OBSERVATION HOLE LOG Hole # Dcpth from Soil Horizon Soil T'extute Soil Color .Soil Other Surface.(In.)- --- -- --(USDA) —(Munse.11) Mottling (51nreture,91ones,Boulderes. �],5istcncy.%Gravell t ' r ULI;P OBSIM. ATION HOLE LOG Bole#.. Depth liom Soil Horizon Sort Texture Soil Color Soil Other Surface(in.) '(USDA) (Mansell) Mottling (Structure,Stories,Ilouldcres. r vci Dnp .OBSERVATION MOLE LOG Rote # Dcplh from Soil }lori'¢on Sod Texture Soil Color Soil Other (USDA) (Munseil i Molding (Slnicturc,Slones,Boulderes. Surface(in.) Consistency.%Grryvel) I , Flood Insurance Rate YUqu Above 500 year flood boundary No_ Yes _ Within 500 year boundary No Yes Whhin 100 year flood boundary No+ Yes _. psgW of Natural1X Q trrjng Pervious INIAterial Q9es at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? T �S If not, what is the depth of naturally occurring pervious material? ��tIflCHtl0r1 t'certify that oil �/ y (date) 1 have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature —. Date ,O/G,.1/ j Daj,..'irinlcnl of Ilcallh, safety, and I;tiYil U11111"IIJ Scr•V ces l --- ---- ' • Q\ ! uGlic Health Division !)nic— ------ .CRccl,Hyannis MA 02601 lnnrtwrA III_r• Datc Schedilled _..__-__..... ........_.L_-.._.._._._ 'Iintc cc 1'c1. ► oil Suitability Assessnnent.,fug• Sewage Dr,S111)sal 1'trfr7rrncill:(.: y e,/,e Me, -----=-----_---_----1�vcA'I�>1Ori��c�t�,�v1��iiAt� ar�'I�Ott�'In�'1'jc�N..._. . I,wml-iml Address 14 /Spy /�l�rsrc�s Mr//s �� Addicss 4 47-i".46c'et-d 61-1<M )lSscss,rr`.e r�io{,li'lrccl ��� .g7 {i rs✓r 2/ %L(�G' cues, /-M r I.ng,ii�ccr•s Nan)e�:%y!°I'✓J-Ctv'e':y� �1✓tq^�S NfiW CONS ROCIION ((I!;I'A11( � fcictthttttcit � 43 1,111(i IlseSlopes SrC(�I�164/ f`iv(jn7ccs frurll +)pen 1V:1Icr,(]ratty /UGI�?C It 1'ussihle 11 e: ron ��//!Z e, - � A _.' .-_._..._._0 llrinKiu{; 'A'ntcr t,cti ` l"In inauc Wny 2G1— it ll!Ire7 -... ............... ����%1 Cf�: (Slrcc(nnnlc,(lin7cnsiouc(7(Iu1,c-tn((lncntitms n((ts1 h(,I(s& pCrc.(CSLS•InCnfC tvcllands in'roximil •In ht( I r cs ) � 7L) I n 4 '-'II✓12910 Ire c 4 �t I'nrClll 11111crill(gcologlc) -- I)cplh(n llcdruck depth to Urouildivaler' s(lntiirlg Wa(cr ill Ilolc: ------- -- - gbz,k \,Jjlil7g kom Pit Face t:slimalcd seasonal I ligh Cirowldivalcr - --_ -- 9 Z-�';zf-_-Us11u c,�/������ �o�• its-r/sc��c. �=U��,��, J 14',"TERMINATION FOR SEASONAL fit 111 NVA'I EI('I'�113L[� Method used I)eplh Obscrvcd Ainding irl nbs.1101, Ueplh in weeping front side of obs.hole: `� ` u1' llcpth In soil nusttics- -..-h7dc.e tvelrN grndirr 1.)nfc:' "- in 00tirldlvnterAdjusln7ctll _ ---_- I)Well Icvcl - _ Adj. nc�lor - - -— ___.--- Adj.Ornund171.; I.cvcl - auwol,ATION,'I'I,S'I' Observation -- I in7c at y' Depth nl'1'crc --'---'--- -- -' Tin7c at G" Sin11 l'rc sank I'ivic r �/rqr✓� �7 /A) / Emil Prc-sunk 6 mi�j 24 �,*a&V S — - --- f(nk rvtin./bleb < 'z Ot'4ir 1 / . C�'l -A Si1c Soitnbility AS¢CSSIIICIII: SIle.l'aSSC(I -- $ilc Pnilcd: --�` Addilionnl'I•cs(ing Nccdcd(YIN) onginnl: Public 1(cntll7 Division Copy' Vbscr�'ntion tlnlc. Un(n 1' He Cotitplord ctn I3acic ---�� Al)piicnnr u TOWN OF BARNSTABLE LOCATION r �i �//'�1 d SEWAGE # 2n9j x o t 3 VILLAGE / � S' M 25 ASSESSOR'S MAP & LOT j . INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1,009 LEACHING FACILrrY: (type)Q: °S2 6P S� (size) NO. OF BEDROOMS BUILDER OR OWNER _ P6M m rim& i PERMIT DATE:_ZZ-- 1r-o f 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 o�At� 1�' i tv 98, 44 �i tIAP 4 7P RCEI_ PARCEL 96--003 N 35'44'22E !. 131,00' rr, 36 V G ' ✓CS ¢ _ ELr986 2 J r/ EXISTING PIT (T0 BE PUMPED FILLED V/ SAND) 58' 48' 98.5 r O EXISTING SEPTIC TANK: r • TUP OF TANK EL, 97,77 O 65 INV,000T)=96.40 g7 a • MAP 47 cr� PARCEL 10 3 98.8 IS?ING R ��EvRD#159� in gag HOUSEIoo,83 4i 03 tv a T.O.F Lo 2 z � C BENCHMARK j TOP: OF CONCRETE BULKHEAD CORNER EL:100.00(Assumed) H S LET 14 i MAP 4 T31 PARCEL 106 0 20,038fS,F. XIST ELL 0.46+Ac, `� Cdis onnect 32.94 L=98,14' S 38°31'40'W R=1483,36' (Record) SCALEI V 20' CECINDERELLA TEFKA! 0 20 40 !gwffO 7 406 63 No.-- - -- Fee--- ---------------- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion-*rWell Con9tructionA3ermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (p%(an individual Well at: /�Cc----*�r r M i rS f."'5 n../r/c -— - --__- --- - -----—-- ---- Location — Address Assessors Map and Parcel / I N/! f%,. w S Tow S M r L�P Owner Address -- - --gL----------` -------- Installer — Driller Address Type of Building Dwelling --- ---------------------------------------------------- Other - Type of Building ------ No. of Persons---------------------------------------- Type of Well S�—/-�)C ---- :— --- - Capacity--- - - - --——- -- ----— Purpose of Well ---- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed — — — date Application Approved By — -- -- -- date Application Disapproved for the following re ns: ------- - - - - --------—------- --------------------- date Permit No. -- Issued----- -- - - — — —— ----------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance +' THIS IS TO CERTIFY, That t e Individual Well Constructed ( ), Altered ( ), or Repaired (�') by-- -----0 A /( ---------------------------------------------------------------- // Installer } r� at--�S�• CLcv�e� rl(� T-V M4AFVv ,S ^Atl�l has been installed in accordance with the provisions of the Town of Barnstable Board of ealt rivate Well Protection Regulation as described in the application for Well Construction Permit No.MW- ated----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—!— Inspector--------------_— ------__ 4 No.----- ---- --- --- Fee--- ---------------= a 603 BOARD OF HEALTH TOWN OF BARNSTABLE A.pplicat onArVell Con5tructioni9ermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (&%(an individual Well at: Locate&n - Address Assessors Map and Parcel MU/ ►� MU� pc��l ------ ------ Owner Address b -- - - ----- — -— = ' Off-` �GO 'Lt a s��•e /Ll a o G F ---------- -------------------------- -- Installer — Driller Address Type of Building Dwelling!i -------------------------------------------------- Other - Type of Building ------ No. of Persons--------------------------------------------- Type of Welly`��( --—-- .-- --------- Capacity---— - -- ——----------— Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed - ' _ — _ _ 7/ 11 --- date Application-Approved By date Application"Disapproved for the following re ns: -------------------------------_--_ u ----— -- —— ---------------—=---__--— t date Permit No. -- Issued----- -- - - — ---- — - date .--__+-P_ o 0 - ----- a a --,- .-> >._ - o --- ,._...� ... _.; ... .. BOARD OF HEALTH .TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY,.That t e Individual Well Constructed ( ), Altered ( ), or Repaired ('') ' I� by---- 0 �_Sc4,.�w /1 p ` Installer at--- — �� ! C(ly�Plt /(� TP M4,S �uwf — has been installed in accordance.with the provisions of the Town of Barnstable Board of ealt rivate Well Protection Regulation as described in the application for Well Construction Permit No. 77- ated--=- ---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE-CONSTRUED AS A GUARANTEE THAT THE WELL j SYSTEM WILL FUNCTION SATISFACTORY. i DATE----- --- — Inspector-- - ---- ------------ v>�Asa�MaV4v3r�Zi!isa9:si!�vasrai!b�s��!a!aYrra�a+�raYi4rFi4:V3tsas+�rTaOam,ioie.�amaar'4a.+i!a4.s!aTa+;.+ie6aasaN44dTpRAli!i434i!i!a!i!a'fiea!!lits4J.►i1a!F!Ci!a�T.!i4i'?F!is�?�#2m BOARD OF HEALTH TOWN OF BARNSTABLE Well Construct ion]permit No. �.J / Fee— Permission is hereby granted n to Construct ( ), Alter ( ), or Repair an Individual Well at: No. /Sy• CcK,�(c.rl�4 rr/i ����s - -------------------------- - Street M as show lication for a Well Construction Permit No.- — ---- Date —_- ---— — - ------- -- Board of FIg'alth DATE V L-0t-A'"Vl0N S E W A G E PERMIT NO. VILLAGE 0 7 _ML 1017 I N S T A LLER'S N-A.kE i ADDRESS , d U I l D E R OR OWNER -P GATE PERMIT ISSUED DATE COMPLIANCE ISSUED v II` �d 0 �3 GG / e Na ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............TOWN .... ..........OF........MARNSTABLE:...-_... Apphratiun -fur Ruvuual Worho Cnunitrnrtiun Vamit Application is hereby'�made for a Permit to Construct IC ) or Repair ( ) an Individual Sewage Disposal System at: CINDERELLA TER. MARSTON MILLS LOT 14 C-747-2 y Lo tion_Address or Lot o. �_..11�5 t A ------------------------------------------- *VS........................................... Owner Address a ...................... .y.? _ .................................................. -----------._------ .....(.� -------------------------••--•---------- Installer Address d Type of Building C_ /I- $%►/.P_ /3 e X Size Lot-------2.O., 40----.--Sq. feet Dwelling X No. of Bedrooms-__-___--__________________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building -----------•--••----..-...-- No. of persons_. ................ Showers ( ) — Cafeteria ( ) a, Other fixturesOW - - Design Flow------------- per e tday. Total daily flow-------330_._-___-_-_--- _ . . .tgallons. �n WSeptic Tank-XLiquid capacit 000_-__gallons Length.:-_--.6....... Width_4_-.10_.. Diameter................ Deptl4k..-._-___.__--- x Disposal Trench—No. .................... Width-------------------- Total Length__. _t.____....__.. Total leaching area--------------------sq. ft. Seepage Pit No........1.......... Diameter_�r0------------- Depth below inlet... ....._ ...gal leaching are�05.----------sq. ft. IT Z Other Distribution box ( X) Dosing tank ( ) ® -�� . a Percolation Test Results Performed byG.F.Whiting---QCSC............................ Date.Ma3t__l5_r-__1979_-. • t Test Pit No. 1.......z......minutes per inch Depth of Test Pit-.4- Depth to ground waterxion-e---_- ___ enounntered Test Pit No. 2---_............minutes per inch Depth of Test Pit.--_-_-_-_---____- Depth to ground water--.- OF-------------------1--- --•-------•--•--- •-•--------------_------ -----------------.....----------------••-•-•--......---- �F-M�S�9 Description of Soil____________ ----____t_5WO------.0 1�.._.a_ __.__3. ___subsoil._W1L�1._Wh white :. _ __}__-----_. .-y -3_'---=-12-'_----coarse---sand__and..graxel...with-_cabb_les-=..-No...wat.er_..eno eR RT-.--- F. W --•------•------------------------------------ •-----•-•--------••-----•----------------------------------••--------------------------------------------•-----•--------- - -------DAYL:M-•-- U Nature of Repairs or Alterations—Answer when applicable.________________----------------------------------------------- ---- ------------------------------------------------------------------------------------------------------------ -•-•---•---------------------------------------------------- Agreement:. L The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a 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* ..I .---•--------------•-------------------------------------- Application Approved BY--- - Date Application Disapproved for the following reasons________________ -------------------- ---------•-•------•-----.............................._ ...•------•-- -------------------------------------•------•-•--•----•------•-----•---------•-------------.------•--•------------------------------------------ Date Permit No......................................................... Issued..... .�----_ c�---7 ... Date gyp,} NO(7) ... ?1-e d................. ,. THE'COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _TOWN----------------oF-:.......IMSTABLE---------..................................... ApV iri tun -fear Biq'vgal Works Tnnitrnrtinn Vrrniit Application :is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: C 3DER __'TBR MA1�3�4N-_MILS-----•--- ----L�--- ---------------------- "? 7. ---------------.-.....----- T; Loc 't -Address or Lot No. a ------------••-•.......................... --=-----------•--- W ., : Owner Address ------------------------1 , h_V-_--- S 'Installer Address U Type of Buildi I C.-R/_ - S/z4%- 13.0 X Size Lot...._20.340......Sq. feet Dwelling—NO. of Bedrooms-----_-_j.................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building ____________________________ No. of ersons....� yp l g p �.-�............... Showers ( ) — Cafeteria ( ) d Other fixture°s b Y*t-- . -----•---------••-----------•---------------------------------------•-------•-----------•---- J O�eDesign Flow..............110.. .....__..._.__..gallons per Tday. Total daily flo __-_--__33Q__----_____-_ _ _ gallons.W 0 hW Septic Tank iqt d cap i ___©___gallonsLength_ 1_ ...._. Vtdth__W.10 Diameter----- ---------- Dept --------- x 1 Disposal Trench—No...:................. Width-------------------- Total Length-------------------- Total leaching area.............-------Sq. ft. Seepage Pit No________ ______•.. Diameter.. Depth below inlet.b_____`_ __�Total leaching , ----------Sq. ft. Z t Other Distribution box ( Dosing tank ( ) �� � {t Percolation Test Results Performed by.G, '_,W t.�_.CCSri.......................... Date..May---1-51----19.79... H Test Pit No. 1_______..._.___minutes per inch Depth of Test Pit_.4t............. Depth to ground water n4Y16 ( Test Pit No. 2................minutes per inch {Depth of Test Pit.................... Depth to ground water.......ftered ---------------------------------------------------------------------------- O Description � .of Soil-------------0...... 3_...W0Qd._ -Oat•---.►. .. ---$ b �oil.Wstb_.•Ihit-a---cZ W -.'.... ___1^!--.sar; __coarse --gmvl._var , 2a... obb8.-- T ---grater---- coo ash x - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - --------------- -�y RO B•ERT U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------- G ' F. ------ y ------17AYL-t3R---- Agreement: No.23741 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System ito� nc s the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to pla � operation until a Certificate{of Compliance has been issued by the board of health. l Si e4-)- �7rL. r� •V ------ Application A ppoved By......_ � D e z.. ate •---- } Application 1sapproved:f or the following reasons:. --------------------------------•----------------•---------------------------------------------------•-- Date PermitNo.................=-= .................................. Issued...............................=........................ t Date THE,.�COMM'QNWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................... t, Trrfif tratr of If ut;ifianre THI.SjIS TO CERTIFY, That the Individual Sewage Disposal System constructed (y�-r or Repaired ( ) Installer„ -at .................. f � � --------- ----------- ----- --- ¢-------------------------------- ----------------------- has been installed in accordance with the provisions of Ar�Te XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._ ��'.. 4 '/o------------------ dated.-. _ THE ISSUANCE OF THIS CERTIFICATE,,SHALL'NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -, f DATE ---------------------------------------------------------- ------- ; Inspector J THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH Qt/�'t......:OF'........ y� t........................................ FEE.- ....... -----r �1�"�-'-"...... DinVnittl Works Tonstrnr#inn Prrmit Permissionis hereby granted----------A---mod. ----------------------------------------------------------------------------------------------------- to Construct ( or Repair ) an Individual Sewage Disposal System at No Via- f'/-Z ------- -----•-------# 4-------------------------------- � Street ,. as shown on the application for Disposal Works Construction P it _________ _________ Dated--_! v. .............................. DATE... Q.'. !................................ el FORM 1255 HOBBS &WARREN. INC.. P LISB HERS e 3 a - m . i Ego go 1����L� Z m m�2mEso Ljj ei/B"z 1 O"AnL i h-bol+s w/ s 6 %•z%•z I/4"Plw+e wwsFwrs � Y�� � / zi 1"oL.wnd e"From sill plw+e ends. r } r ---- --------- -4 J 1 I I € I N Y I M1 I 4"Poured LonLr.te slwb I - 3 Fiberm—hm wnd eo mil. I 0 b b b b t Pc;y vwpor l'Arr er I /pigfootm20 m- L� ��r poured Lonere+A column footing c x R R L j wnd h 14 mpsonm AOUeoeo post bwu. °c L E < L c I I <a 0 11L I I \ 1 1 d y LlJ C a Prop T.O F I O"o door Use F'-41 p+iI des den+W Waod - � 11\ � L I z,�. — --- � a. �"I bwudon the 20091nternw+ionAl ,-.R s Q 1.1... -- --------------------� R-. 41-4-lwl God.,+'build deck. e"z 4'-O"Poured eonLrete Foundation n ; i A �.`` O se+on w con+muaus I en"z 1 2"GonLrete I , J^. V foo#:nq w/A 2 z 4 keywwy: S Orop T.O.P.B" -ry a; ei/e"z 1 0"Anchor bal+s w/ W f 6ILom a bull he d m® I x%•zPlw+e wwshers O Q Pm now foundwti—to old w/4eA. •4 z I O"rebwr pi— n}o - - ----- -- ns J " ill Iw CL old foundwt'an wnd poured rota new ---- -- -- -------- --- - x r 1'r UP I +o Allow for new Joists j- 0 ------------------------------ I I II S I I I F, ry I I I I ry �A1 GAK=AGE FOUIJ ATI4 -1 PLAN P I - Anderenm 2 e 1 7 0 Z E iA 1'-e 1/4'x 1'-] 1/4" a " l I % 1/2•m oite.V Goncre+e I :..i'- - u, W �� Foundwtion As t wtin(L/W)- 1.71 I column w/!o•zeo"zl/2"bewrin ~ PeL R- a%IhTIN4 FOUNDATION q Q Z «v o N I I plA+.se}on%O`x%O"z12` I I � W � I poured concr.t.footing I I � �� � ' 3 V 1 !o'xeo"x 1 0"pewm pocket : '1-1 # . I I II w Z W U m --- -- I -J L- -J L- -J I j VJ W O V ®a I �! IL V ° ao]'-4" 4 7'-4" b 7'-4" I'- D� y m eXI4�MG FOUNDATION I I I - 0 d 0 I I Anderenm 1 B 1] d a e I I %`Poured concrete slwb I I r.o.2'-B 1/4"x 1'-7 1/4` I I w/Pibermesh®wnd eo fiil. 1' I I Poly vwpor bwrrier. / +o Allow For n.w Joists I I I „vm�� \ � N b•x a"Poured--ct.found.+ion _ °x 2. N Pin new found.+ion+o old w/4 ew. ul v a.'.I�;° •4 x 1 O"robwr pint drilled into set on A Lontinuous 1!o"x 1 2"eonLr.+e „�c a m'o c - C A f-41.1 w/ 2 x 4 keywA old foundA+ion wnd pound into new. FOUNDATION PLAN ry o`o o t 3'o d c d eaLale: 1/4"" 1'-0" ou�Fa mvo Q d Addi+ion Asp.c+R-wtio<L/W 1- 1.1 v Z R e me J ' � This plwn wws designed in ALcordwnce with o�m��01 a � +hem+ern.+ionwl�e«dental Gade 2009 Of!a�u m in on­4 ; c Mdl+id 4-h.Iy--huse++s 7 60 GI-W- ei 1.00 e+h Gdl+ian. V J Note: All F(uuremen}s 4 pi--ions Are+o be sit.vaned by 4...1.1 Gon+rwctor wt+ime of DRANING TYPE: 1 ....._.............................: WAlls+o be remo.red GwrAge Foundwtion Plon 1� Czls+inq wwlls Addition Foundwtion Plan New wwlls 5HEET NUMBER: y T A 1 00 m oa3o@@am o$ Q ao u I r------ 1 z � m k t 3 j i o � v $ sba I ; I 2 x 1 0 band Joist roimpsano LUh 2 0 I i , I L , 2-2X1 o's I w _ a Fl—f braainq a 4'-O"o.L. I L for panel cannectbns I j `Q• O I 2 x l 0 Floor Jois+s e l!o"o.G. I v I I � I I 1 S I V I I I exis+inq Framing Floor bracing a 4'-O•o.c. 1 A- I I j for pan<I co nec+ion I a ra 144 aiimpson H 2.ei hurricane I I I I j I c ties e 1!o•o.c. , I Q L II - - II I I � � ,• II o e ICE ± I Q Z Q L II II i u d \P II A A II I E L — 2 x 1 0 Floor Jois+s o f Exis+inq Framinq C 11` I I I I Simpson H 2.ei hurricane j I 0 � .... � ',, I .` O I I I I 2 x 1 0 p>and Jois+ V w �`` V FI"r FLOO(=FP-AME O CL �i��GA(=AGE GOOF FAME PLAN �' hcale: 1/4"" 1'-0" h m IU .°iv 1 w ill--, °m Frame far V<luxo V�904 r.a.9oen�•x�0 v/B• Cam" IV o � • o impson H 2.z hurricane+i<s e 2 4•a.c. r- (10 II II I W � E I I I I , # � m Q I w o f Roof bracing a 4'-O"o.c. I a v a m a c far Panel eonnec+ions C Z ul ° m W J I I f< N a m mm z I I I I V J N O U ®a W pep�QOM•2 I I I I I® W c engineered"Attic"truss<s®2 4" �° R-emove existing wwll j I I W O ll II I ��hrr I I I I I ,I II I II II I II II I II II ridge lin< _ N — -- — — J I I _m`m'oi Q• c engineered•Attic"truss<.e 24•o.c.__ oPeN+o peLOw j i i Z 1 `�n�5ova 3g � II I 1=0Q°y d lu > c % 1 him H 2.ei hu—i6ane ties e 2 4"a.e. Fram<for V<IUx®Vh 1 O 4 EEE pson .o.2 1 1/2•x o 0 /B• DRAWING TYPE: Fire+Floar Frame Plan . GOOF FAME PLAN _ 4araq roof Frame Plan SHEET NUMBER: nil pt.m °a3-�°cm�`moo Q o as ��vtm°nu m uumm i 6 < Z o S =n au 2 ohs 0 4'-9 1/2" ThermwTrum PGtoei - � � •, 3 �n , i 6 < o� � n.0 s a S a♦ L GAR AGe ` Vicona'0N2442 1 4'-O"X 2 4'-0" - d J 0 Q VI"..ON 2 4 4 2 1' } a r.o.2'-to'x 4'-Z" ry 1{ j v P.T.O.ak i- Ol_ 2 xB Joists a 1 Co"o.G. L U Q Q m Z/4"z to"PT veckinq d L • � L - a E Z aF I 6ilcoo•G`bulkherd E L 9'-0•x 7'-0 0'-0' -0"x 7•-0" vCGI'- 11 L ,f' ��GAR:AGE FLOOR-PLAN F C a J c 7•-o" a t A- L •• z a -mow l w O° I�ITGHeW v1NING ® ° ® P�EOR.00M•% v � J 0'1-0"X 1<-O" ---------------- vINING R-OoM � o - ' � a ry O Z JP P 5 ' dv 0 dI N qlu• �1� � 0 2 LIVING ur °1 ------------ .rCO n Q W N p 3 m bwleony above 0 t, o t, — m U o w/Thar aq.u-d •� W m J f N 0< ------------ ' m # J — Vicon.PN 2 4 4 2 P Z O W °�'_ LIVING ROOM �� �� P s V O w U a N UU °a vIv o e o 0 O m o qIv' s 5 -`� ILo m O Ol 1 0 ' �A�FIR-hT"FLOOD PLAN _ - I` N QO A Th'w^Ira wrs designed in wecordww.wi+h y y�^E�� f _ f _e the I+crow+i...I R-esidan+i,.1 God.2 00 e "a y� • Cd+ion rod the Mrsawehusetts]Bo GMR- N��V m 3� '� � Q 'Q \ .......... Wwlls to be r.may.d a`m mn m d O \ \ >H Cxistinq wwlls _m m=E o E Z Q J O °`mom m n L a0 c all M.sur.men+s a vimen.iont w e+e o a° w m 0 % —ifi.d by G.nerrl Gon+rwetor U LL p`J F 0 x a' v p w++im.of construction w o x ex-p+ion:Wood structurwl prnels wi+h w imam+hicknss of 7/Ito iwh(1 I o jn nr m msp-of.Igh+fe.+(249 B mml ahwll b. DRAWING TYPE: 6 c d permitted for op.ninq pro+ection in on.-wad j two +.ry buildings.Prnels ahwll ba precut to Firs+Floor Plan 4'-q• 4` 7•-1" my 1 2•-]. o G'-O" eavor the 41.-1 openings wi+h wt+wchment Garage Floor Plan .. - hwrdwwre provid.d.Attwehm.n+s shwll be provided in rccorJ—wi+h 7 B0 GMR"T'A le 90 1.2.1.2 or shwll b.d.sign.d+a resis+th. SHEET NUMBER: ri I 1 1 components d clwddlnq lowds d.4 -min.d in 9/a" 14'-e 7/15' 9'-9 1/2' W-B 1/4, rcLord..—wi+h th.pr- -of+h. -- In+.rnw+ionwl wilding Gode but u+ihalnq+he %O'-O' wind lowds s.+f—+h in 7 BO 6I-1— 9.00. A 2 O O Continuous ridge vent Q � �5 =3 Asphalt shingles(typ.) pdp o ``o o�d�E m o`5 1°i•Fal+proper(+yp.) 2x4 G.Ilar+lase m Ice rood water shield ftyp.l p� m ��n 1/2"GOX plywood she.+hinq(+yp.) �G Z a u a 7 0 � P -SU 2° 2•0 wafters e l l."o.e. Q � 6 v o v a Proper vents a 1 Co"o.e. � � $ 3 i hlmpson N 2.°i hurria.ne+ias e I e",o.c. Aluminum qU++ers to drywells 2 x0 Ceiling Joists e I d I x_PVG+rim boards 2-2x6•s a L White cedar shingles a•i"+.w.(typ.) O Q Tyvek"housaw—p(+yp.) y V 1/2"APA rroted"full-height"sheer+hinq(typ.) Q a 2.4 W.11 s+ad o f e,"o.c.(+yp.) a W Q L V r Q d L L 4'Poured concrete slab -`y w/Fibermesh®and to mil. - Q L poly vapor barrier. L - Ol 1p 2 zeo P.T.sill w/sealer(+yp.) E _ L e L W 0"x 4'-0"Poured toner.+e found.+ion e—+Inuous ridge vent v C a } Gomp.e+ad Fill Asphalt shingles(+yp.l L Asph.l+found.}ion se.I.,(typ.) Q Iz•Fel+paper(tYP.) 3L l.OX plywood sheathing(+yr.) O 'Poured concrete f—+inq(typ.) I Q Engineered"Attic"}ruses a 2 4"o.c. ice and wroher shield(+yp.) Proper vents e 1&"o.e. 2"p-igid foam insula+ion e I himpson N 2.°i hurricane ties a 1!o"o.c. 1 2"F.G.Insulation• %B _ n n m Aluminum gutters to drywell I W a ° m m F °o N 2 U d N I x_PVG+rim boards ^ Z - 2-2 x0's w/rigid foam insUla+ion "� 1., 3 0 is 1., 3e c J K m U 3 0 o F Whi+e cedar shingles a ei"+ # V.w.(+yp.) 75 m Q f;;J V m m Tyvek"hou--p(typ.) Z W J L ® < 1/2"APR rated"full-height"sheer+hinq(+YP.1 O W O U V °a u- O 2 x!o W.II s+Ud e I!o"o.c.(+yp.) d u0 a Z 1/2"N.O.Insula+ion �2 1 (+yp.l O/4"APA rated T44 subfl— (glued and nailed) 2 x 1 0 Floor Jais+s e l!o"o.c. 2 x 1 0 Floor Joists e I!o"o.c. d o o= \ \ 2 x!o P.T.sill w/sealer(+yp.) - `°a t` r d Y aai�i l;;p f T J' Q 0"x 7'-!0"Poured concrete foundation n,tq t/2"m y}eel/Goncre}e o n v 9 5 a c of a' column w/!o"x!o"x t/2 ri"bean9 - ®m •01•m a a a Asph.l+faund.t)on—.ler(+yp.) Pl.+a sat on%O"x I/O"x 1 2 °n o u o E N L Q J poured concrete footing `�a_J t o O c L oFomoV 7 9"Poured concrete slab - w/Co mil.poly v.p—barrier DRAWING TYPE: Puildinq�iec+ion"A" P�uilding hection"p" 1 G"x 1'Poured contra+.footing(typ.l 5HEET NUMBER: - - �� t�Oi�piNG�eGTION„A„ A400 m�EC y3R �$ o° ° a3° m 7 v �S�ktwo5�E� 5=1'4 fin rrI s d 6 4 ® V a DORF— LL® a W Ell "0 0�. L p �Q E Z a a L _ I I I I I W sLn 1 I o rL — � I __I_ ~ Q A FLz-NT ELEVATION L Q O C J ry fV I I I Z VP I I 1 I I m IN Q a m m O N Y- I I I " - W N D 3m I 1 I Gor; J K a U 3 0 rL____-- __-_--_ --JT___-__-__>1 VJ m Q f a O F l______________________________________________ OO1 ca G SIGHT eLENATIoN ElO I a t0 x W O UU ®a d p a c it U ;l Jat� C �' CQ ry O°O t 3 p Ac — o a.N n a I I I I I I I I I I I I I me pmo� Z LQ+ I 1 I I f I I I I I I avmm'c a MIT "'yo I I I I I I I I I I I I I I I I I 1 I I I I I I L _ ___ I 1 DRAYVING TYPE:. J elevAtions �u \�eA�eLe�/ATION SHEET NUMBER: m 0 0 cEes4�c850 . s m vaossr� �s a 'c3mQO m06U i L Q V Q 0 a Q � a c w Q a Q d Q d � L Q _ dlp e y = o = s L a 1 I a Vu L I I I I C u+ Q ------------------------ L__________________________________________J ^ F O A \ F- NT ELEVATION l pa LEFT ELEVATION hanle: 1/4"" 1'-0" O U .J n n m IU $O J a u� LU 1 u O Q Z "+J v in WK mm m 3 d � J U 3 0 � E� J a u 00 _ Q o � 6 LL U U m o I I d um ------------------------------------------ I I I 1 I I I I r________________________LI L------------------------------------------J L-----------------------_J L O s u m i N N nu@�n5e � Q hOOQ-30 � � NY�V QUO a � C of %-aTs n a rono=o� N L J @H_UM Q c lam. omm �jE S W a a % Un tU �n4 % DRAWING TYPE: Garage Elevations SHEET NUMBER: A t'O I I x 98.5 /r U co (y MAP 4 7 MAP 7 " 98.1 {� Old Fields Rd PARCEL 96-004 / PARCEL.. 96—003 LEGEND if N 35°44'22"E ,' �a Settlers Path x 131,00' i 99 PROPOSED CONTOUR �'� Old Fields R � 98,8 36321 98 O 99 PROPOSED SPOT GRADE Race Lane �G r¢e SEM98.6 -- 25' � EXISTING CONTOUR 110 EXISTING SPOT GRADE c �—qj \ Powderhorn EXISTING PIT /� + 10 j ® TEST PIT (70 BE PUMPED B l� T' :"r:r ',:•::.:: °:'I v o a, FILLED W/ SAND) •_x/ _� 58' �( W PROPOSED WATER SERVICE 4 8' 98,5 1 EXISTING TREE LOCUS 1 / 1 t �— EXISTING SEPTIC TANK �� LOCUS MAP N.T.S. TOP OF TANK EL, 97.77 1 &',5 INV,(00T)=96.44f r 97,9 GENERAL NOTES: 1 / 1. ALL•CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL t MAP 47 ! BOARD OF HEALTH AND THE DESIGN ENGINEER. PECK C�) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS PARCEL 107 x 98,6 01 OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. co MAP 47 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 3 98.8 EXISTING R; TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE E BEDROOM ti PARCEL 105 DESIGN ENGINEER. � O x 98,9 3 (#lg9) -- V1 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING � 03 HOUSE1p0,83 "yam 'ram c� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ttj 7,p F' y p00ENGINEER BEFORE CONSTRUCTION CONTINUES. Ln 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Ln 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. D 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER. 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF THE S.A.S. BENCHMARK n r 9. SEPTIC SYSTEM COMPONENTS SHALL BE INSTALLED AS DESCRIBED TOP OF CONCRETE n IN 310 CMR 15.000 SUBPART C. ti 10. ALL AREAS CLEARED FOR CONSTRUCTION ARE TO BE LOAMED AND BULKHEAD CORNER m d SEEDED UPON COMPLETION OF CONSTRUCTION. EL:100.00(Assumed) e 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LOT 14 VT-\ �P��� �F 84'r CONSTRUCTION. MAP 47 110 y�PETER T. 12. PROPERTY LINES SHOWN HAVE BEEN COMPILED FROM EXISTNG PLANS o� AND DEEDS OF RECORD AND ARE APPROXIMATE ONLY. THEY DO NOT PARCEL 106 McENTEE REPRESENT AN ACTUAL ON THE GROUND PROPERTY LINE SURVEY. XIST. CIVIL c20,038+S,F No. 35109 0,46+Ac. `z Cdls onnect) o� �'1G/S1F�``�\���Q FSS/ SEPTIC SYSTEM REPAIR UPGRADE 32,94' L=98.14' �� 159 CINDERELLA TERRACE, MARSTONS MILLS MA S 38°31'40"W R=1483.36' CRecord) Prepared for: Peter Murdock, 4 Barnboard Lane, West Yarmouth, MA Engineering by: SCALE DRAWN JOB. NO. SCALE, 1'--20- I NDE-REL L A TERRA CE Engineering Works 1"=20- P.T.M. 107-01 C23 Deer Hollow Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 0 20 40 (508) 477-5313 10/29/01 P.T.M. 1 of 2 4i V r 7 ,4 NOTE: FINISH PREVENT RADE BREAKOUT, THE BE PROPOSED :9 5 l TOP OF FOUNDATION F.G. EL: 98.4t EL: 100.83 FOR A DISTANCE OF 15' AROUND THE F.G. EL: 98.6f(EXISTING) PERIMETER OF THE S.A.S. F.G. EL: 98.6t(EXISTING) F.G. EL: 98.5t(EXISTING) MAINTAIN 27. MIN SLOPE OVER S.A.S. MAX. COVER = 36" INSTALL RISER OVER D-BOX T❑ 50 GALLON LEACHING CHAMBERS IN SERIES INSTALL RISER OVER CHAMBERER INSTALL RISERS OVER INLET & OUTLET �-!� SHOWN ❑N PLAN AND SET C❑VER/S TO WITHIN 6" OF FINISH GRADE WITHIN 6' OF FINISH GRADE WITH 4' STONE ALL SIDES WITHIN 6' OF FINISH GRADE L =40' L =14'(MAX) 4" SCH 40 PVC ff===U 4" SCH 40 PVC a to• @ S= 1% (MIN,) a a�a INV.EL: 97.16t EXISTING ta• @ S= i% (MIN.) s (EXISTING) 1000 GALLON INV. ELEV.=95.17 INV. ELEV.=95.00 2' EFF. DEPTH � �����• I NV.EL: 96.69 t (EXISTING) SEPTIC TANK 4' S,2' 4' INV.EL: 96.44t FFECTIVE WIDTH = 13.2' GAS BAFFLE TO BE INSTALLED ON (EXISTING) OUTLET TEE AS MANUFACTURED BY INV. ELEV.=94.85 TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.=95.6 —BREAKOUT ELEV.=95.35 INV. ELEV.=94.85 ®�ae� D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE a� me USE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=92.85 4' 2 x 8,5' = 17' 4' 5' MIN, ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' SEPTIC SYSTEM _ PROFILE T,P, EXCAVATION OR G.W. LEACHING SYSTEM SECTION NO G.W. ENCOUNTERED N.T.S. BOTTOM OF TP EL, 87.6 (3) 5" DIA.OUTLETS 15,5' -I r 16_� 2. 1 • Say roc DESIGN CRITERIA o PETER . ✓, McENTEE 15.5• 1 o —�--- � CIVIL 6• t' 8' NUMBER OF BEDROOMS: 3 BEDROOMS No. 35109 DATE: OCTOBER 25, 2001 �4 z• SOIL EVALUATOR: PETER T. MCENTEE P.E. SOIL TYPE: CLASS I H-10 LOADING INSPECTOR: NOT REQ'D DESIGN PERCOLATION RATE: 2 MIN./IN. D—BOX DAILY FLOW: 330 G.P.D. KTm DESIGN FLOW: 330 G.P.D. q t TP 1 Elev. Depth ' 98.6 0" GARBAGE GRINDER: NO FILL LEACHING AREA REQUIRED: (330) = 445.9 S.F. 98.1 A 6" .74 SANDY LOAM ®®®® 0 ®®®® - 10YR 4 2 SEPTIC TANK PROVIDED: 1000 GALLON (EXISTING) 33" 97.8 10 N ®�®®®IaE3®ER®® 81 SANDY LOAM _ ®L3�®®IR®®®®® 10YR 5/8 ` USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 95.6 24° 102" 62 SANDY LOAM SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. 2.5Y 6/6 BOTTOM AREA: 13.2' x 25.0" = 330.0 S.F. 95.3 40'" TOTAL AREA: 482.8 S.F. a• KNOCKOUT C 20' M COVER ° KNOCKOUT �a" KNOCKOUT 62" COARSE 20%GRAVE DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. 0 2.5Y5/8 REPAIR UPGRADE SEPTIC SYSTEM 4" KNOCKOUT 87.6 132" 159 CINDERELLA TERRACE MARSTONS MILLS, MA NO G.W. ENCOUNTERED PERC RATE: <2 MIN/IN. "C" HORIZON Prepared for: Peter Murdock, 4 Barnboard Lane, West Yarmouth, MA 500 GALLON CAPACITY, H-10 LOADING Engineering by: SCALE DRAWN JOB. NO. CHAMBERS Engineering works NTs P.T.M. 107-01 KTA 23 Deer Hollow Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/29/0.1 P.T.M. 2 Of 2 I I - r ' �f A• --,hr JAM 8 y 2 MA 3 •� L_2._ -- - 711_ L'1 YL Li ST I 'd Box i 1000 - a, e l 100 0— GAL GAL --- -- o PRECAST OR i SEPTIC 6 i! a ! BLOCK ° 'ANK . SEEPAGE PIT o ! i �. 20 MINIMUM ---_k"I° FOUNDATION I '/:., WASHED STONE ELEVATION SKETCH - 10' - - __ �,,.;y AL r 4' €1 i { r I 3 0 0 v 3.5- q 4 Z: c'E" -----'- LD7` � 4 W �, 3 4L /U 9 !!! Allot !i 11 < Tr c. pp ;l ' Ec c/a 4,qI{ i� i 1 f 3 ,1'3t 171 r U/Y°J ' (u (;:?ft R. q r ta.4/x.Jj,Jf_ Oe) x J/0 4i*4 s7r9C,•rJj« c5 f1 r°�a :-' r y V)12n J.►'. �4�i9�'%G.E �i�//. `r FJ �H ' C 7/ 'Ayr `•`�- 7.E'!�^ .5- 6A21, ,ra v r/s r^ ;jt j Dr4'r'. 7 I _ y — $ 01 L L 0 G ! C I!, E ! EVAT I oN SCHEDULE PROPOSED SITE PLAN I iNv 4 0 )N ? N .SEWAGE SYSTEM DESIGN f Rh0, c 'NTr' Sf I"' -8NK N E � £ip 3 ✓ _. EP I', ? INK - 71. )-x 4 1 Nv p RiBL'T x SCALE J` C •'4 ' j _.5 IN ;F ?F::F.i ON BOX = r3,� • lN.. ►IRC. RAT1 6 iNV IN SEENAG£ PiT.%r•,„ar 2r., t i,'n�r, ' 1 CAPE COD SURVEY CONSULTANTS ' �r.Pl.. — ROUTE 132 TEST BY _ f..t i✓._h Jam.' ' ------ TOWN INSPECTOR 'h� L,,../'%ur.c�.o 7 BC;TTONe OF Piz '{?. NYANN S, MASS - BACKHOE OPERATOR .A OIVIS-- et,9• ,e 1�•veY C04SULTA»TS, INC. __. ____ TEST MADE ON r r�? �_p._ 8 BOTTOM OF STONE LAYER ! iN i