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HomeMy WebLinkAbout0049 WARREN STREET - Health (2) 49 Warren Street Osterville A = 139 074 r / No. t / et �.� . . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for ;h5po.5al bp6tem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade(,k)Abandon( ) El Complete System LYIndividual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel v� '�" / M''! r). , . Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A011 ter- �9 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil e Nature of Re airs or Alte ations(Ans er when applicable) ,^ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed is o d f f Signed Date Application Approved by Date e Application Disapproved fo the following reasons Permit No. � S�' !� Date Issued, G. Fee No. THE.COMMONWEALTHSQF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLE., MASSACHUSETTS Olpplication for Mi.5pogar;6p.,tem Construction Permit Application for a Permit to Construct( )Repair(° )Upgrade(k)Abandon( ) O Complete System [Mndividual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel d s Ile, M� Ju/vYY�e�f 39-u y Installer's Name,Address,and Tel.No. 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 gallons per day. Calculated daily flow gallons. w Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil - 1, Nature of Repairs or Alt e ations(Ans er when applicable) p� e W L 1 1 _401.1 u #v1-e r I 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 iss ed t�is o 'd t f e?_4h Signed Date / Application Approved by Date 9 0 Application,Dspproved fo the following reasons Permit No. �/.S-� ��? Date Issued - ---------------------------- r_- - -- COMMONWEALTH OF MASSACHUSETTS he ) I BARNSTABLE, MASSACHUSETTS 4�dry am s g I f 0U�d Jn� I ' Certificate of Compliance THIS IS TO CERTI Y, that the O -sit ewage Disposal System Constructed( )Repaired( )-Upgraded( W ) Abandoned( )by �/� � S 7- at of I n s a 9 4 M l has been construct d in accordance with the provisions of Title 5- d the or Dis sal System Construction Permit No. 0Clu 3'�'g? dated a Installer \1 1� Designer The issuance of this permit s all no be construed as a guarantee that the s ste fil riunction as designed. Date ��� aJ Inspector " /� up� x No. 200r_ f _Z — Fee'I C THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizponl *pgtem Construction Permit- Permission is hereby O granted to Construct( Repa� ( ) pgrade Abandon( ) System located at ( 81 IAI P�rM U45n , v, 1r _ 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:Conmucticif must be completed within three years of the date of Date:_ / UK Approved by IW. TOWN O BARNSTABLE , LOCATION VILLLAGE �' ° ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NOEIJ v 1006 SEPTIC TANK CAPACITY I SV d LEACHING FACILITY: (type) l �T� 1 C c. (size) ��k ®0I NO.OF BEDRQOMS J BUILDER OR OWNER / 1 PERM (� OZ `COMPLIANCE DATE: / 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Privafe 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 leacNng.,facility) Feet Furnished by 3 r q° o z 3 c(f CC' U ec k TOWN OF BARNSTABLE LOCATION40 SEWAGE #P-�I VILLAGE V- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.0 V I 1004 1A !20A4- �rlg SEPTIC TANK CAPACITY ISVJ � y LEACHING FACILITY: (type) 1 z t t. (size) f k h � NO.OF BEDROOMS j BUILDER OR OWNER PERMIT DATE: (O OZ +COMPLIANCE DATE: rI Ll 10 3 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 leachng,facility) Feet Furnished by F � z QP 3 3� C-0 ks No. Fee .THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 'Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zfppriration for 0iopozar Opgtem Conitructfon Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. fQ 41Aj"&-2V SI" Owner's Name,Address and Tel.No. Assessor's Map/Parcel G $ ~,f 4Z < Oz!o a z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AI- 45scaC7 , �dl� Type of Building: Dwelling No.of Bedrooms Lot Size �a>��"$— sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //a 'Plsrz _a�t_m gallons per day. Calculated daily flow VV0 gallons. Plan Date F�,/O/ Number of sheets ! Revision Date '— Title 5'ea,Fce&-.40e Size of Septic Tank AS a yat/ Type of S.A.S. s" Description of Sod; se-&- c.0& evy Oc.- 4- P-,b& 6 96411 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the sy em operation until a Certifi- cate of Compliance has been iss b s Board f He - 02 Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. 'r Date Issued '. - .``7T .; ,� �� �f. � ..r,��ja( ` ;i. 1f :4, ..1 � � ids. .. :.x�'w r Ni•• ... � r"-^•r. '6Pr•�e� , _ '"^'� . -� 0i. '-'- '• 1 t t t Fee 4 IVY 10 �"y Entered in computer: w J •- T. COMMONWEALTH OF--MASSACHUSETTS es t. PUBLIC HEALTH,,D ISION ;"TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for W6 6oar bpgtent Cori5truction-...Verntit ^ Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System E Individual Components Location Address�oi Lott No. Q 4JAe-le&-Al SY -. Owner's Name,Address and Tel.No. 9` •��- dsr�zu�u� vuat ;ly �"e,e .rson,���c-�' T,�usr r,. 1 ' ' b 9 ,NQ..tr s7 , .7 /st�� , Of o-l0 3 e Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �jC V 1.. VO 4 3 R QNST S'L�,i!Y�/4 OZ(o 30 Y Type of Building:- Dwelling No.of Bedrooms Lot Size ��.3"�"$ t sq.ft. i_Garbage Grinder( ) Other Type of Building t`� No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow //a Tc- �t.44 gallons per day. Calculated daily flow Seyo gallons. Plan Date p//O/ Number of sheets / Revision Date Title '), f�i�°[/ t Size of Septic Tank 115-70 9;1 Type of S.A.S. '�.r,_� }., Description of Soil S�c c o e ©n/ �'c oQ Al + Aft- 936 9 I �D 0 (�g 1,1 „0 ,,A f! ' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: a t 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 sy em t `operation until a Certifi- cate of Compliance has been iss b j, is Board 9f Healffl. Signed t ., Date ` i Application Approved by ,�f Date r119 - Application Disapproved for the following reasons Permit No. f Date Issued _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance 'PHIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( ) ' Abandoned( . : .),by 1 C_0K u o vtt(k(f, —M&-5 7- at cf A-4,A_-,S7 N ST 6s'Ti5--tJ r Lc A hasbemGconstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No f" ated Installer I Designer A The issuance of this e t shall not-be construed as a guarantee that the system i as a Date rri3 Inspector i _... _ _ _ v THE COMMONWEALTH OF MASSACHUSETTS Fee PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS xigpogar *pgtem Construction Permit Permission is hereby granted to Construct(Y)Repair( )Upgrade( )Abandon( ) System located.at `41 OA k P-c—M ST, 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 C �r Date: Approved by �` " _ -y 4 1.9 —. -. �b// .... (PUBLIC WAY — 40' WIDE) / S T R E f /ryry W A R R _ 1-BB L178 — 74— — x21.1 / 9. 9.7 ♦x22.0 10.7 f —tea mom* �B i / m 17.1 07 t9.B Roirrood Tle / x7 ♦ �`. / j `10.? - Wall / 19.8 N v- 50, ; r50.9B' . CB/OH � q. ' G q0 x10B x10.4j. x19.. Ben.chmar ,; 8 �� ,.'•oea TOP OF CB/DH / El•� iLEV TIONS ARE BASED ON N.G.V.D. � O . $ 16.0' 1 B.6 6 . / 43 / N 'x10.2 /x9.7 L. % SEPTIC K . x9. w NIT . ,. . / PAUL D-BOX• ,/4Nr.7 L. CUR17S , ;, ♦ / / ,� � A' 17.? 17 �0 6tjlF ll 4.?. ��� `\� D£BORAACGI�ATR/CR I I$.$ 1Z•X I$'" ' "` I LIMITS OF 5' REMOVAL aW OF UNSUITABLE MATERIAL I.. (SEE NOTE LEFT) 16.5 4121 lj S79 52'0.g W 75.00' PUBLIC WAY — 40' WlDE) A �/ EAST `• � • v TOWN OF.,BARNSTABLE LOCATION I SEWAGE #2 VILLAGE ASSESSOR'S MAP.&LOTO�� j INSTALLER'S.NAME&PHONE NO. V ns SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS— - % I '* L 1 BUILDER OR OWNER /I PERMTTDATE: �! +COMPLIANCE DATE: 7 / U 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist - within 300 feet of leach$ng,facility) Feet Furnished by a - Z r35 3 z 4( -� .3 -qt �-MA--3. CyN--\ 3 3G cO q cc ks f Town of Barnstable,, P# Department of Health;Safety,and Environmental Services Public Health Division Date rr c( 367 Main Street,Hyannis MA 02601 kRARNSTABLA e rFo N Date Scheduled Time. Fee Pd. 00 Soil Suitability Assessynent for Sewage Disposal Performed By: Witnessed By: t. TQCXI; Ax�4 & E> YiiC4RIvtA'T't4N.` Location Add ass -5+ Warrtti Owner's Name��(Via.C V13 Qsizru;ILa. Address 'taI`t . lllafn 54-� Gc4ilcvufNO, Assessor's Map/Parcel:,M(->p 13 4/PC L 7:+ Engineer's Name Qo w+rrr 'Etna. '. NEW CONSTRUCTION ✓ REPAIR . Telephone 13 Land Use r_ � ��a,4�� °11' Slopes(%) Surface Stones Distances from:, Open Water Body R Possible Wet Area R Drinking Water Well n Drainage Way - R Property Line ft Other n SKETCH: (Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) S09*225'29 E -�`-vi f -&,-T fence ° k:% 9`A'a5 o t - - h i l 'II `� chain'fence 6'.higF-- °�°.'_°♦. Q- . 1 K W n r f< h 13�0 olE 16 t'•h 3l • . 8 OD N n wood fence M,bS,S4_60N - m 4 Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water In Hole:'`'` Weeping from Pit Face Estimated Seasonal High Groundwater ` 004 ' <..D +xx,: :E121IN TI 1�1 + R.SEAS(�. aLTTRf '�V "x' T�'X' . 3 Method Used: Depth Observed standing In obs:hole: In. Depth to soil mottles: In. Depth to weeping from side of obs,hole: in. Groundwater Adjustment tl. Index Well a__ 'Reading Dale:_.-__ index Well level Artl,factor Adj.Groundwater Level_ PERCOL,ATZ+(J1Y Observation ti Hole a _ Time at 9". Depth of Pere Time at 6" �} . N Start.Pre-soak Time® 1 I;CoAm Time(9"-V) a End Pre-soak J5«R 24 �o—A h toac Va4Nr. v1 Rate Min./Inch t)o Site Suitability Assessment:. Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Mole Data To Be Completed on Back } . , p; U�3. 'V ' C11 tale .. Depth from soil Horizon Soil Texture So11 Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,noulderes. - - ..o 31, �6a40yh JG2+1 22,f ,2 "� ': `='A Depth froln Soil Horizon Soil Texture Soil Color Soil Other Surface(In:) (USDA) (Mun3ell) Mottling (Structure,Stones,Doulderes. % AP CJSI[ VA�` bN IfUY•lp ... lEnle#..::. .......... Depth from Soil 1lorizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA). (Mansell) Mottling (Structure,Stones,Doulderes: e DrEP OI3SERVATIdN:: Ili, LC1:G>` :: I�ls Depth from . So.il Horli on Sotl Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Stricture,Stones,Boulderes, Consistency.%Gravel) Flood Insurance Rate Man::. Above 300 year flood boundary No 1 Yes (� h Within 500 year boundary No I/' Yes Within 100 year flood boundary. 140 // , Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system?, ��c If not, what is the depth of naturally occurring pervious material? S�rllrcatiott I certify that on Ab)) / (date) I 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 1.5.017. Signature . ' r' ''�, 'f;.arc Date `r .� a s L r A - Ll _ - P v's' i y ' ^-'-- _: �+a yax xS' - ar saws. 'x-;s=to� 4 -�,�;� �'L. a�x"'�.�• ,�.� �/////� fIZ4A la- .r .__-- «n.:�' «. ._.. ♦ .:. �-. r.:c., .;.:pan�t „FM ,. .. „':i '�f. ia _.may'. ._. .., :: �� � �- : :� ,: :. .'._;.•�^ +�-��'' ,rx: `-r ,�'� � .. , s may_IA'. .." :�• F ,.,h< rV S 4 WU t _ , r :., •. r ,TAX Z. 40 Y4 3 - _ � J -s. � I G D E F G 9 .9 .9 • F c --- - -------------- is E05 Z. gg &-.n TWALL*TO TIM II Fl Atm� ONAL -------------- --------------- ----------------f I co I ------------------ I I o■ cam1,��p I r------ ---- -- --------- — — I I a FlI�f2�AOr�jN6,� I I, �� s •f 1 ------------ I r. 4-m9, nTa*eo qr I L ----------- ' '--- ------- 1 ----- I Cd --f L �+ $ _ 1—� 1 ° gmwmol•I RT 1 n ,., „ 1 1 I I I I ,� fZ. 4' awwr TYM'c• , >� I I 1 1 II • I „ , - I I I I 1 I GARAGE SLAB I II NppINIBHED II I I I I I j aTO,lRpIAA}GAEWpp{ Iawl IIYC MWIntu I I I ALL,MA�LLa PARRTIOIA II i--, 4r---I I1 � rws L-------- ----� I �� a'-d a-,dfc:• s ■ " A� . I I FT I I ------ — p I.41 -----_ I ..L-- ,. L--J L . I 11 4 L A I I — , I A _� Y_.. I I alie a,R I J —;_J -•� I 06.0 1 I 9 1 I °{ I I 9 i I IN MA us-&cwiro�I 1 — ------------ — ------------ — 1 I i ' i_ -I , -------- � Z n I I Z ot 11 (I 1 1 Q — _ --------- ------------11------- ---------------� ------------•----------- ------------------------- Q G ■ .9 9 9 FOUNDATION PLAN i f TYPICAL NOTES: �� . ►y'��p BASEMENT NOTES: I �H � • mn 1• MWM a'1 iP76R Q _ BULL f glr CrRIP rATrAlTION X VS,i�ama~M° � GR°A mw ' eoi,s i s�•dc wx� of to f� f �°a°fa► a i oAwrf�i ui�w y roor,Nw es rulMLAAW� r� c ,Aer,olr °.�AUAAew TUgla L MM"nd=JM&M UMM ALL PARR L M Y111ATT WML ���• � 1 r!°i A,�ak'm-T •' • �'cur.JofNTA AL,7�wW�i Alm AAAn mr�a�Inm.Fl`�' I k� IL awrtwACTan ro INs oN@�fr �+ 0 1 a E�01®OY CWAINOMYA an 4'4 HMI11Y17 kNW,■A 114'r ALL},°,AQl MM"JA?WWARI .,�� • T.P1.AV,OA MY RI♦pm"M1�AT m�Q IfRmL✓ T1T. I = O °.so vnU&TLVAL W AWINW FM LOrAYW A 4 ALL wnU=nPAL GAMMA• O 4 i j - C D E F G N g lt� I I i c I I I E � � •�Sa� � I q € IM 5 JdkUNDRY F •-••-•-•- 2 GAR GARAGE - 9 � �' .. D i •cmu °�. - - . ' -is-4".1 '-e° lb rrra ver rr 20 nH,coon a � • LAV •�� • � MASTER BEDROOM � � KITC14EN m 8 r-----------� r-----------i oa I I I � ® ® r►n _ } A j on= DIV fo •9 I I I I c aye awes sea° V I — I .. a Ly _ N tu IL t LL Q F•- ITPWIN.Flom . al± U FIRST FLOOR PLAN ri s m MIA eo iaci � b c MAW am e - �iaooa�� a Z i i i a 7r-v d d- d_°. d-7' d - d - ��- i _ A �. i - - Ir—————————— ——— ——— ---- I 9 i 9 o d Mmm _i IE Igo mill. R I I j UN. I T BATH BATH . i CL t--=------- o LRL � Cd 5T j ID i---- --1------- l 1 I. I i i I ti I A r • ° I C il .9 I I ' Q �' ------ ------ ------ ----- ------ ------ ------j I'-d a w a ° d LL Q D E G ruaro°m V V O s s s SECOND FLOOR PLAN N a - iae army b c 1.Caff1UCT01� p qV 7 p 2 P711CR 'TT�N°an - V-_ TIN ATTIIR1Gf1 Q TW � O f/Z1 Q 2'-6 1/2" NOTES: v Revisions TEST HOLE 1 TEST HOLE 2 TO 6*INLET T co IS To BE �z h 1/2"� BROUGHT to OF FINISH GRADE. B 1. CONCRETE - 5000 PSI MIN. . ` 2" PEASTONE 'Fast Boy A' A STRENGTH O 28 DAYS EL.=13.50 sr 9/13/01 WALKOUT BASEMENT BAXTER & NYE INC. BAXTER & NYE INC. I i--'---' >>'-10'-0" �� g' COWER, 6' N 2• STEEL REINFORCEMENT - M Nx GRADE 14. 50 / " /2" 3/18/99 3/18/99 I F------- _ ASTM A-sts GRADE so G E 50 3 4 - 1 1 #P-9369 #P-9369 f A;I:::; M '.. A� DOUBLE WASHED 24" DIA. MANHOLE COVER -0" 6' F OW- 3. COVER TO STEEL - 1" MIN. T T �� STONEo� 1 21 02 REVISED FOOTPRINT ELEV. = 17.0' ELEV. = 15.7' ... � �\ •\ � •\ r g 3" ZABEEL FILTER- -� 20" i. q� Dowses hII I II - - , o T 00) B--1pipBeach OUTLET TEE W/EXT SIGN j 'j EL•13.00 :` INLET 4.-,• '° PLAN VIEW III AP SANDY LOAM IOYR 3/1 I I II FILL & CONSTRUCTION DEBRIS - TEE uouw DEPTH V, 1, 6" MIN. 3/4- TO t-1/2"STONEgay5" DIA. KNOCKOUT 5" DIA. KNOCKOUT IITY TYP P -12" -20" PRECAST CONCRETE SEPTIC TANK ;, BOTTOM ON LEVEL STABLE BAS :•P REINFORCED WITH STEEL 3"•� EL.11.00 B SANDY LOAM lOYR 5/4 B SANDY LOAM 1OYR 5/6 PLAN VIEW CROSS SECTION VIEW 2.00' s.00' _ I . 2.00' _I. 44:91' _rI . 2.00' 3) INLET AND OUTLET TEES TO BE CAST IRON -'I (' T I I Crystal NOTES OR SCHEDULE 40 PVC. O O' t'-3" LOCUS Lake -22" -42" 1) SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. -•-� g" Dsterville Pt. UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED 6" 7 1/2" ELEVATION VIEWS I 7 WAYS, WHERE BY H-20 LOADING SHALL APPLY. :• -: ... ... ,. N- c Pay 0 2)) ALL PIPE CONNECTIONS AND CONCRETE CON- NO. OF GALLONS: 1500 D C MEDIUM SAND 10YR, 6/4 0 STRUCTION TO BE WATERTIGHT. SECTION A-A SECTION B-B a 48.91' oye� ° ° SEPTIC TANK DETAIL DISTRIBUTION BOX DETAIL 2.00' Se 0eo�" C MEDIUM SAND 10YR. 6/6 DB-5 W/ BAFFLE 00 -60" PERC TEST NOT TO SCALE NOT TO SCALE - z 4100 INLET & OUTLET;COVERS TO BE BROUGHT TO FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA o WITHIN 6 OF FINISH GRADE o 17 7 L=10' S=2% c6 b! 0 4" PVC SCH. 40 �` (TYP.) :. ..: : L=2.5' S= /-` ST TWOE 0 I C U J ffJ P 2% :.`.:.::' /r BE LAID LEVEL T T L-48.91' W=8 S=2% L O MAP NOT TO SCALE -132" NO WATER -120" NO WATER (ELEV.=5.7') PERC RATE <2 MIN/IN 1 N A PLAN VIEW o 1500 GAL. - -�. N MAP 139, PARCEL 74 ` SEPTIC TANK •7 LEACHING RECHARGER 1i.00 330'S (7 REQ'D) W/2' �N Of ,yr„ FOUNDATION STONE AROUND o�� LEACHING DETAIL I �� "o,NU„LA �-•TO BE INSTALLED ON A SYSTEM PROFILE TEST PIT #2 5•7 � DESIGN ANALYSIS � �� y j LEVEL & STABLE BASE. NOT TO SCALE x NOT TO SCALE ' / I" DESIGN FLOW: ,. 9ENsn Zone : R I- 1// 4 BR x 110 GAL/BR = 440 GPD ass NA MINIMUM AREA 43,560 S.F. MINIMUM FRONTAGE 20 r , SEPTIC TANK REQUIREMENTS: ��� I 2 DA x 440 GPD = 880 GAL. SETBACKS: I ( / .' if t ' Project Title MIN. 1,500 GAL, FRONT: 30 SIDE: 15, REAR: 17. 77.z'--77.�-•- ! LOT WIDTH: 125' // 9 � I PRIMARY LEACHING FACILITY REQUIREMENTS: L o t 49 / 48.91' x S +2 48.91+8 x2') W A R R E N (PUBLIC WAY - 40 WIDE) S T R E E T x ( > // � x 0.74 GAL/(SF-DA)=458 GPD Overlay District : �x2z o x21.1 20.7 ,`��9,�� .�. ._._.. '� �,./'.��8 � ,�7 4 .��M Wcrren AP -- AQUIFER PROTECTION DISTRICT x'07 ,1G-,f Railroad Tie j =17.1 ,AS SHOWN ON PLAN ENTITLED r'�/ 20.2 f98°!1 /% LEACHING FACILITY PROVIDED Stree t REVISED GROUNDWATER PROTECTION r OVERLAY DISTRICTS" -- APRIL, 1993 c6/oH •, r /� 80• / 1JcO98 .,, 7 CULTEC RECHARGER 330'S W/2' STONE AROUND / P�� 17.1 RESERVE: SAME Q ,) x19.5 x18.8 w x20.4, 7.6 '�F,�•. B e n c h m a r % o >9.1 i a N PROPOSED ��'F?�'x16,2 0 TOP OF CB/DH W SHELL Scl,�p - _ 1. _ 0s, terville , Flood � ,.� EL.-20.79. ` o► o f I o o d Z o n U . B C.X.. C ELEVATIONS ARE JDRIVEWAY 81 Wood ! .. 4 O r r -- F PAN EL .�L�. 1. � COMMUNITY . .. o �dvya tin 250001 0016 C l'; r77TTll! o - o r o , . '•1.' UNLESS OTHERWISE NOTED, ALL CONSTRUCTION AUG. 19, 1985 1, Gor e ,r ' METHODS AND MATERIALS SHALL CONFORM TO Gal-age I U 9 I Ro,;,s I 9e '� x15. ai TITLES V OF THE STATE ENVIRONMENTAL CODE AND o. Fnd. No. Fnd. / TOWN OF BARNSTABLE RULES AND REGULATIONS. k I 1. El.18.41' �16 r g 16.0' P4OPO'tEDI 4 BEDROOM ��' i 2. GROUT .TO BE USED AT ALL POINTS WHERE PIPES Embayment Contribution i ENTER OR LEAVE ALL CONCRETE STRUCTURES IN T. FI1D. EL.=20.00 ,- O n e. ^ AREE < 3,400 S. ��� PROPOSED D�/ j N/F ORDER TO PROVIDE A WATERTIGHT SEAL. 17.4 J 2 CAR GARAGE / PATR/ClA CROSBY TR. NOT WITHIN ZONE. 18.6 i �' r / '\`� 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE �, �tnrSL�as,� , 1 0 4, Prepared For i i °' CEMENT SEALED `TO PROVIDE ITH EAE WATERTIGHT GASKETS O SEAL, PHALT /1�// /� i x102 `� / 1/ g 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION PECK NOMINEE TRUST BOX AND LEACHING FACILITY TO WITHSTAND H-10 Re erence : . ,8-- , 0 218 ALTAMONT AVENUE LOADING UNLESS UNDER PAVEMENT, DRIVES OR TARRYTOWN, NEW YORK 10591 "PLAN OF PROPOSED SEPTIC SYSTEM AT #54 /� x175 / TP2 \ \ 16 ti I/ V % I �� TRAVELLED WAYS WHEREIN H-20 LOADING SHALL WARREN STREET IN (OSTERVILLE) BARNSTABLE, �� i EL£K=15.7 N\ / a a l l z9 APPLY. / 1 �' r 14 / ZI / / I 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE 3261 Main Street MASS. PREPARED FOR PECK NOMINEE TRUST, / 1 500 GAL I `- / o• / WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL A & B l ' 1 _ j•�� �� SCHEDULE 40. ( PREPARED BY BAXTER & NYE INC., DATED SEPTIC TAn °: \ , � Barnstable, MA HORIZONS) TO BE REMOVED AND REPLACED WITH SOIL SEPT, 13, 1999 / 6. WASHED CRUSHED STONE SHALL FREE OF ALL 02630 CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC 1 °-_ � DIRT, DUST AND FINES. MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS N/F �� ® ° :.';;:��;:,..�;'.. :;.,._ ':•: ::.;.:.::,� :..y OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL PAUL G. & 18 L£V.=17.0 1 ® r r r ' -'x9. ' ', '+. •'• j,• ',j....',. ;�.j,.• SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A JANET L. CURTIS `'�."_ ,,._...- 1_. 1 $ 19\273 W� i 7$00 7, AT ALL POINTS OF INTERSECTION OF WATER LINES -• •'' . SIEVE ANALYSIS USING A 4 SIEVE, SHALL BE PERFORMED I r AND SEWER LINES BOTH PIPES SHALL BE CON- # Owner A ican t . 1 =' PP TATIV AMP OF THE FILL, UP TO 45% BY WEIGHT rr r it i STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO ON A REPRESENTATIVE SAMPLE E OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. PECK NOMINEE TRUST -- ( �I � / ,rUO BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. A. M. Wilson Associates Inc. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF 218 ALTAMONT AVENUE �' , / ' �� THE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST TARRYTOWN, NEW PORK 10591 17 17.2 o Ate. �� , !� �� 8. SEPTIC TANK DISTRIBUTION BOX ETC. SHALL BE DEMONSTRATE THAT THE MATERIAL MEETS EACH OF ,. I 111' rAc�' /r/ - '� 508 375 0327 FAX 375 0329 • '. •' •. MANUFACTURED BY ROTONDO OR AN EQUIVALENT THE FOLLOWING SPECIFICATIONS: _ .e . : I I I ' 0 • ) of � •.;�� •�, t MANUFACTURER. .•Cone. Slab '0 17' r '0 011 �� Drawing Title EFFECTIVE % THAT MUST A� D) I / ` _ 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING SIEVE SIZE PARTICLE SIZE PASS SIEVE (70'AE;RIa�A �• / I 1 .2 �\ F (� , 4 4.75 MM 100% Notes : I �' ` ` GEORczf, �� AREA AND BACKFILL WITH MATERIAL AS DESCRIBED 50 0.30 MM 10% - 100% 1, PROPERTY LINES SHOWN HEREON WERE COMPILED �1 F� i I N I �' � ��� DEBORAH GILPATRICR ON PLAN. 100 0.15 MM Oy - 20% • 0.07 MM 0% - 5% T REPRESENT AN �' II 1 I p # 200 5 FROM PLAN OF RECORD AND DO NO ' - -- ACTUAL SURVEY ON THE. GROUND. 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DIS- 2. EXISTING SITE CONDITIONS SHOWN HEREON WERE ram' i I -.,� f � POSAL SYSTEMS DURING THE COURSE OF CON- COMPILED FROM PLAN OF RECORD AND DO NOT 1��\ I �L STRUCTION OF THE SYSTEMS. I I v-�j-y i LIMITS OF 5' REMOVAL (� / (_,J REPRESENT AN ACTUAL SURVEY ON THE GROUND. �// I I I ��OF UNSUITABLE MATERIAL S ce INVERT ELEVATIONS 1t%5 1 J ( J N 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL 3. ELEVATIONS ARE BASED ON N.G.V.D. /, \\ \ T r (SEE NOTE LEFT) t SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN se w a e APPROVAL OF THE ENGINEER AND THE LOCAL 4 INVERT AT BUILDING 17.50 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE p BOARD OF HEALTH. 1�ots t Sc ��-�, � . APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE /i �� 12,THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY DI s o sal 4" INVERT AT i500 GAL. TANK (IN) 14.00 FIELD. / t ` \ r TITLE V. / 22155� S-. . r ,� 13•A CERTIFICATE OF COMPLIANCE AS REQUIRED BY 4 INVERT AT 1500 GAL. TANK (OUT) 13.75I;\Cr2S Lw TITLE V AND AN AS-BUILT PLAN Design IN 13.70 4 INVERT AT DIST. BOX ( ) OF THE SYSTEM MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK, 4" INVERT AT DIST. BOX (OUT) 13.53 S7952'08 'W 75.00' Tyr �,Vc LNJ M,JP'r✓e 0'/V`l 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE / DISPOSAL UNIT. `� 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- PILED ACCORDING TO AVAILABLE RECORD PLANS / y AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, 4" INVERT AT END E A S T (PUBLIC ,'1/AY 40' WIDE) A V E N U E WETASSUME S OF 6NO RESPONSIBILITY FOR NDAMAGES LAWS.ERAL LEACHING FACILITY NA INCURRED AS A RESULT OF UTILITIES OMMITTED OR INACCURATELY SHOWN. THE APPROPRIATE PUBLIC Date Sept. 3, 2001 Drawing No. ELEVATION AT BOTTOM Scale: 1"= 20' ENGINEERING DEPARTMENT SHALL BE CONTACTED AS OF LEACHING FACILITY 11.00 WELL AS DIG SAFE (PH, NUMBER 1-800-322-4844) Design A.M.W OBSERVED GROUND WATER ELEVATION (MOTTLES) 5.70 Check A.M.W. 0 10 20 30 40 50 FEET Drawn J.V.B. Job. No. 2.0601.3 60 -SEPTIC-49.dw9 _ Last Rev. 3/21/02 f