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HomeMy WebLinkAbout0034 THREAD NEEDLE LANE - Health 34 Thread Needle Lane 210-084 Centerville 1/Ver UPC 12534 . o.2.153L0 ' 1 CV OC6 No._'2_- 0.J t t F�: 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS s 2pplication for 3Digpo9;a16p6tem Cou5tructiou Permit Application for a Permit to Construct K Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. 3 7 1-fI ke A U i eef e W Owner's Name,Address,and Tel. No. Assessor's Map/Parcel 19e- Installer's Name,Addre s,and Tel.No. esigner's Name,Address and Tel.No. o?��� l�J ^r'f Type of Building: C•V ate 'Joy 22.) a 0 Dwelling No.of Bedrooms a Lot Size F Y T sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers(�?) Cafeteria( ) Other Fixtures Design Flow(min.required) /l D gpd Design flow provided S gpd Plan Date iq:llp'Y Number of sheets Revision Date '01 Title116 Size of Septic Tank 6A L Type of S.A. V//�� P "62 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The unders'g d agreid he construction and maintenance of the afore described on-site sewage disposal system in accord ce with provisiof the Environmental Code and not to place the system in operation until a Certificate of Co pli e h ben issueddofHealth."ko Date L�C Application Approved by I Date /74�/ " Application Disapproved i' Date for the following reason Permit No. Date Issued t ♦..r'p. �y 4� 3 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:§ .Ye PUBLIC HEALTH DIVISION - TOWN OF'BARNSTABLE, MASSACHUSETTS ` V. ZIppYicatio"r �0igpo!5a1,,pgtem Construction Permit Application for a Permit to Construct( ), Repair( ) Upgrade( ) Abandon O v' Complete System ❑Individual Components Location Address or Lot No: 3 q 4,eN A D PP le �j Owner's Name,Address,and Tel.No. Assessor's'Map/Parcel a I V J o is y y!` Instals Name,Addre s,and Tel.No. -�~ J7 esigner's Name,Address and Tel.No. z il i' t tr. \C �ob�2)3 .s 0 � Type of Building: (� Dwelling No.of Bedrooms (IeA Lot Size [ sq. ft. Garbage Grinder r � Other Type of Building 0trta LtiYN2. No.of Persons Showers(3) Cafeteria( ) Other Fixtures Design Flow(min.required) 1( O gpd Design flow provided 550 gpd Plan Date ©� 1p $� Number of sheets Revision Date /V !/ �6(7 Title Z-A I `r. 1 Size of Septic Tank /a D 64 L Type of S.A.S V � � o2 W r 'Description of Soil Nature of Repairs or Alterations(Answer when applicable) IvAt Date last inspected: - Agreement: The unders' kd a reel to ens re the.construction and maintenance of the afore described on-site disposal system in g g P accorda fc/e with �i provisions of�T't sewage le 5 of the Environmental Code and not to place the system in operation until a Certificate of i Co `pli t e ha b n issued b�t s Board of Health. ' Date Application Approved by l.�^ Date Application Disapproved Date for the following reasons Permit No. Date Issued —-———————— ———————————————————.————————— ——— r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, hat the O ite Sewage Disposal System Constructed (�) Repaired ( ) Upgraded ( ) Abandoned( )by _ Se�-N � - at d has Re`eVccoor/n��si_ructed i aapmordance with the provisions f Title 5 and the for Disposal System Construction Permit No. f.•(.�li9� dated Installer E d,R �CG-.V� Designer � E. #bedrooms r . _._.. ,., Approved design flow and The issuance of this permit shall not beco tru/e�d as guarantee that the system wid°l function as�fdesignedl i'�1!► /�J'It. c Date �iX �I,l Inspector ...r--..'�"``;._.. � � � � _ iv � .v .. • a 4. !, !� No. Gc� C� ��t� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migpozat *pgtem Construction Permit Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Ab ndon ( )i System located at 311 __r9rya4 eo( 10 �.?.�A 62�1, � 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 r' L 117 Approved by TOWN OF BARNSTABLE T° ?? LOCATION �(� �+ � need le, Ui SEWAGE# CZ6 A VILLAGE C.V N A ASSESSORSS MAP&PARCEL INSTALLERS NAME&PHONE NO. SGc2) SEPTIC TANK CAPACITY %,SV D &e_L _Q�Qo - LEACHING FACILITY:(type)4U D (r�i _ C L6,Aby�size) 12X(4a }( NO.OF BEDROOMS S' OWNER V PERMIT DATE: 11y [V } - 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) 14/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist /� within 300 feet of leaching facili ) Feet FURNISHED BY -� �CN\ r G A �p °�n4�t s I S' AAt �� c � 0 R Ao o.►z(kcats IS A *t- 1 ��► Art 3 chwv�cS 37 �3ko ``,,NqN S� 114 Q 6 'jvk IN. "17 /LiA fl C Art G h wo,6� y3 �� C. +o 3 -7S A V 1V 11 Vl 1J0ul 11JL"RJ1%, r rh Department of Health,Safety,and Environmental Services Public Hea fi-D Vision Date Q 6W W Main Street,Hyannis MA 02601KAM _C aARNBTAHI$ qr�/1 J ►fp tA�� Date Scheduled �'TIITIe 111,0160 Fee Pd. w`00�_ Soil Suitability Assessment for Sewage Disposal Performed By: o Witnessed By: X�oe e5 0- F I a r Ca i ,$ :'.���.•..•...::.y•v•..:..::::i:'�.:..�..:..v... ...:•{:::?.::::....�......�:...,....:.:..: :.::ii::'.:::.:".i::.iii':viii:.i'.iii:•i:4i'.i'.:.:iiiii: '�1`,. jj� i}��} ..... .... ....... .... ................ ....M1 Mr.!. .... fi... :• '..... �1 i.:y1[ :.!:::is i::i::.'.>ii::i'.'::j::i:::'.•:i'::'•:::::i'::::::'.:: ':::•:;:.:::•:: .,..::::.j:;;':j::•j:i::.ti::titiv::v:. ... ... ....�..... i. ... t`:�. i!.. i:::v::<:::i::i s:i::i:::::::.::i:i::iti^'.::.;:::•:::.: •:.: :.::o:..::•:tt:y':•>:;vy::i:::.:•..ii:�::::•::v:::::.:.::iv.i:.;::..�::::::.i:vi::::.i:vii::.}w:::::::.::i:•i:.?:.::::::::::::::::::::.::.::i•iii:;y;:. ii'r'::ryi:6:•ii;:::::::::::::i.i:p:.:is iii:v:�:::::::::::......................:: L/cation Address 3({ -rh necuL �n e Owner s-Name� AX0 d—r t_S 1.4JT otq) eel te,(" (((I's Address 1g11 fried M& 1?c0 Cep de�:uLtl2� uu o 3 Assessor's Map/Parcel: /Jt 0-19 02 to%-y Engineers Name C_T--0.ir3 R_s ho%f-P E NEW CONSTRUCTION REPAIR Telephone# E 5o8,—3 Q&—s-3 I' Land Use .7 /Ct I Slopes(%) Surface Stones A—r o Distances from: Open Water Body ft Possible Wet Area — R Drinking Water Well Drainage Way "-' ft Property Line 30 ft Other. —" ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ��N_a 'c( \ K 1 .__ 3'{ iofa4 aSY . SS C �s, / Parent material(geologic) CC a Depth to Bedrock Depth to Groundwater: Standing Water in Hole: /`y/,4 Weeping from Pit Face Estimated Seasonal High Groundwater L a 1--e � 3 7�. 8 ti ti.V17 ........::...::. : .:�..:.:. >�S�fl Method • Vi,.... :Iv1 Used: �•• 'iyl�•�4��•• Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# ___,,..•,-. •RradinQ Date:___._•_ Index Well level Adj.factor Adj.Groundwater Level_ <:<:»PE)�tC ►'�IE) :T`EST DsNCta : :�.. iute �+;,;a:.e�.;:;:: ..w. ...................................................................................................................................................................:»:: ::%;•::::::::.:::::::::: Observation Hole# 2 Timejat_9" Depth of Pere S'� 4 " Time at 6" Start Pre-soak Time Q 1 2 d m t-7 Time(9"-6") End Pre-soak Rate Min./Inch 2— Site Suitability Assessment: Site Passed_YT Site Failed:- Additional.Testing Needed(Y/I) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant Depth from Soil Horizon Soil Texture Soil Color Soil Other,..,......:: Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) Leo-ray ­54-P 4 3 a -�. 7 e i o yz 43s C; Coq•c5 � jD / 3 Z.� c z, so.-apt. 2•� Y Depth from Sort Honzon Soil Texture Soil Color r Soil' Other Surface(in.) (USDA) (Munsell) I Mottling l(SL cturc,,Stones,Boulderes. ° r1 � �G ,, � L o a �-•-,y /c y,2 27 /3 ,, is YM S a -,cL / Caaa�r• 2,s- Y /3Z Cz . Q oC ............................:::. : :.:::::::.: ::::::::: :::::::.::::.>:::::::::.::::::.: Depth from Soil Horizon Soil Texture::::::::::.. Soil.Color:.;:;:.>;;:•>:>:•::•»;:•Soil'<:.::•::•;::<:;....... :::::.:Other»::>:>.:::»s:::::::>::::>::<>::: ::::: Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° ave Depth from Soil Horizon So#I Texture Soil Color Soil Other... Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulderes. ° a Flood Insurance Rate Man• Above 500 year flood boundary No_ Yes x_ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervinnc Mfl+art�r Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? X Q.S If not,what is the depth of naturally occurring pervious.material7 11, .,q Certification i I certify that on fo V' !� 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 15.017. Signature � Date Town of Barnstable E t Regulatory Services Thomas F. Geiler,Director * B"NSraet.E, Public Health Division 'FD1A°`A Thomas McKean,Director 200,Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Q Installer& Designer Certification Form ` Date: �� ' a� Sewage Permit# Assessor's Map\Parcel Z 1 d v ' i N Sp G-r.Tr� Desig"ev s_rL1P N"t 3 PC— Installer: Address: I Zis yLO-0 I-L— 4-A Address: 7( P On "1 i y 16(o C>—1 T- was issued a permit to install a (date) (installer) septic system at 714�"ASQ, 1�3 E Z-K-) based on a design drawn by (address) P C dated l d (designer) P I 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. N OF STEPHEN � gHMS (Installer's Signature) No. EI H At _ 3 6?' (Designer's Signature) (Affix Stamp Here) A_�7 i�5 P iPLEASE RETURN 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:\Septic\Designer Certification Form Revised.doc 2x4&2x6 pressurre treated shoes around perimeter. Frame exterior walls with 2x4 or 2x6 framing. r Suspended ceilings. �!\ Duct work soffitted. i Bu!knead I S d�Uv4i [jb 15'-8" \in Storage area / / o/ - 5'-0"X 6'-8" a /( QD Cased opening (^S 6'of base and / upper cabinet . ® Furnace room o O,�IUv✓`S - 1, - 1 � \� �, �I •> � - — r Fami!y Room S as e'+ Living Room \ 6'-0"X 6'-8" 8'-101/4"_ Cased Opening i Stairs open on,' Hall with wire living room side. storage shelves 0 CMNo C \ i Electrical 15'-3 15/ 6" Water meter S closet I P w ITr _._ ME Ali w FRONT ELEVATION SCALE: 1/4" V-O" �— L - - to Z -- A -- -_ - : L _ Z ® I _ . tu LU V Z o -- 0. t J tu �M__ LMI f - - - S"EET i OF 7 REAR ELEVATION_ ioe: o62z SCALE: 1/4" . i'-O" DRAWN BY: KW DATE. 7/5/Ob S- - L L S- \�Vz LEFT ELEVATION ((� SCALE: 1/4" V-O" T -- — —_ to Q — A tu L to LU - - _---- — LU J LU (il mmmm =mom SHEET 2 OF 7 M=MM mm mm Ej � ul AfGl-IT ELEVATION JOB. 0622 5CALE: 1/4" 1'_O" DRAWN SY: KW - DATE 7/5/O6 Z4�-0' fl p ' T 7'-2° 8'-10° a \ / MASTER PATH o SC GF1 pp o I I 0E) T MASTER BEDROOM _ WALK IN CLOSET — J L I I - -- _ _ _ E _ _ BREAKFAST KITC14EN / 0REF UNDERLl n ' i�-i- _ EE4i - _ a 11 - - - o Ill 2 CAR GARAGE - .� -' Q -LJ-1-- a LAUNDRY rotl— OPEN TO tu AEKNE DINING D. -Ell o U Ig,l ❑ GREAT ROOM IA'-8' 101-81 14'-W 1 ` O Lu o Q - FOYER a Ca — PORCH IlA m 44EET 3 OF 7 7'-0' q'-0° 9'--O" 7'-O" 41-O" 4'-5 1/2' 5'-9 1/2' 1'-q" 6'-0° 10'-0° 4&-0" 12'-0' 22'-0' i--. f FIRST fLOOR PLAN SGALZ: 1/4' V-O° IDB: 0622 DRAWN BY: KW • DATE: 7/5/O6 74°-O° 18'-2' 21'-ID• 34'-O° ((u p (`((���J S'-'. S.-S. V-9 1/2' T-I i/2' 6'-2' 4'-9' -- Z v�11 _vz o� BEDROOM -- POSS BATH, �l w 6� _� i ---- ---- o �✓ —__ ==_____ — n DEN / OFFICE DM ' BEDROOM - ---_ —_ -- LU it - —_ Z LU OPEN T� — —_ -- --- J y tu _ LLI -- w Z Q O ® � a W IL d) 5'-5• 4'-2° g'-q• 4'-2° 8'-4° 4'-2• 5'_S• 6 SHEET 4 OF 7 L SECOND FLOOR PLAN SCALE: 1/4' -`T-00 1pg: 7n DRAWN BY, KW DATE: 7/5/O6 T DL.LA (� -- ----- j 5- ------- ----.J I I n �v'METTAALTPOST AN04OR I . 24'4N O 9 •FOCITI G TrP. f n I . u I I v 1 w t rT --- - o s•xra• coNc. I°FALI. ° v I r• I I. 16°xio' CONT. FOOTING U erYT-•4°COW— WALLI z I - I e : O w*xV CONT FOOTING I 2-O• pu pu�p 1 I i v r i r ---- ------ -- -- --- I in m I ? I 2° OFFSET I I ° FULL BASEMENT .a I VAPOR BARRIER J ; I 4" coxc. SLAB D ---j - Y7uj — L I w- I 3-axrz GIRDER I GARAGE o Q at va° I-JrnsTs ° 8 to DIA. STEEL COLUMN I I ' ® if•O.G. 3O"3OSd2° GONCREiE PAD @ 1 y I COMPACT FILL PIpcae TO DOM I I W lo \i I I 4 I A u Q 1 ' OFFSET I W � ± - _ - - e 6 I DROP M66LL UNDER I O A SLAB AT DOORS f I a Q �- 'z I I `: I o o I ' I a'x 6'CONC M1ALL I I W Wido• CONT. FOOTING YL - - - - ...f* I I 7777, T ,n ——————————————————————————— SHEET 5 OF 7 40-0' I2'-0" 24-0" . FOUNDATION FLAN ScALE 1/4'. 1'-O' JOB: 0622 DRAWN BY: KW DA7E: 7/5/06 �Y Q Its RIDGE VENT / ffi k 202 RIDGE BOARD 12 ' ®u W Z / z ASPFIALT SHINGLES �® •O %/� / SM'COX SHEATHING 4 R30 F.G. INSULATION a 6 16 O tic FASCIA t RAKE BD. W f)M STRAPPING 3 I/2'CROWN MOULDING � w I/2' GYP. BOARD V) Z CONT. VENTING DRIP EDGE b9S FASCIA IM SEC.OND MEmaot ALUMINUM GUTTERS AND DOWN SPOUTS iO ';' SECOND FLOOR FRIEZE BOARD AND MOULDINGS TYP. IWEE ll DORMER AJ) I���re"'ddd�JJJ111 3/4° PLY SUE.FLDM ; ` �I A.Mo I-Jo1sT8 6 tb° O.c. IllLll ue STRAPPING 1/20 GYP. BOARD 2nb rxr. STUDS• Ib° o.cJ b' RI9 F.G. INSULJ 1/2' PLYWOOD SNEATWING/ TYV®c WRAP/W.C.SHINGLES FIRST FLOOR OL a- P.T.2X6 SILL+ SILL SEAL304° PLY SUBFLOOR ANC14OR AT 4' O.C. b FISERGlAS. INSUL 9 1/2' AJ310 I-JOISTS 6 tb' O.C. Z 3-2A2 GIRT LQ a BASEMENT 1 1 6'x 7-4° CONC.WALLS p. DAMP PROOF BELOW GRADE 14'-0° Lu Z tu I � SECTION II A 11 SCALE: 1/4' V_0n SHEET 6 OF 6 JOB: 0622 DRAWN 5Y: KW ` DATE: 1 �lU U Pr 401 9 t u I mg - w Ir 1LW -- -- - - -- IIL 6 FIRST FLOOR FRAMING PLAN SCALE: 1/50 r-o° �� Z t III LU It Z • 0 � NOTE: RAFTERS ARE 2XIO P 16' O.G. (� UNLESS NOTED OTHERWISE ..__._ t n 000 514EET 7 OF 7 RWF f �f•�11 IIN� PLf1N � � rJ---'//� SCALE: 1/6' . V-O° OJ/ JOB: 0622 DRAWN BY1 KW 1 } DATE: 7/5/06 . - ;r . - . . . % . ., - �: -,"i-).:,., , ­7 '2- , - .- . __ . I.:.... 1. .1 I I .. � . .. -* '� . .. �� . - -_ 1$ . I .. .. . .. ,�. .... . . . ";..: .1 I..I` ,, . I � . . . I',- _� ..: .. ,.. . . - . , . rI. :, , * " ­ .1 ""l-l""', :, ,.t...� _ ?y. I . . . :.. � . '.. .,�", .. . P'. P OAD SEE LAN), .-. ,:" , NAIL AR R { F+K, - FROM 11 AR _..._:. IMUdA S , , $ � � ,. ., 20 FT. , '. . ,'. ;l� . . ­."r. �- - t,1. ..w ;I ." ., 11,;l.�; . �; .. I I.;-. �� � � -.. - �; /' , w . ..I , '­ b ,. 1, - . : .. ,'u.. OR CRAWL:SPACE .. DAT10N OM SLAB " .1:. . . . T DONE,BY..�tS� R."SHORT 'P E: ' r 70P. .�'.,FOUN.... '� _, ...,-,,10 FT. MINIMUM .,FR SOIL - ' , ._.,_ ,;.. . TES r, - . . '. WITNESSED -,.,.., MINIMUM .,, .. , . ..; , . , . : � i ,� 8Y'. 11 f0 FT. :'. DA lE OF_5...... 103.00 :. . OBSE VA - 1dA6b� . v. - ,* , : :: HOLE 1 ELEv. v. ELE _... 1. - - _.,. -- _ .-,: O B SE R o%/o NCR TE :,: N HOLE:'. :i CO PER E 2 ELEV. 98• SUMED PERCOLATION .. : AS ) ,y, : i. RATE Mf y-'a :;. ,:, COVERS »' NCH A7 - P „ $ ATE CO 4 CHEDULE 40 PVC PIPE " -. .:_ N./I 42 54'..1NCriES ERCOLAl10NT�O :_ tN C , -�:1. ._ MIN./INCH.AT s,. -:� ` MIN. PITCH 1/r PER FT. LOAM AND SEED 2 LAVER OF DEPTH HORtZ X RE : COLOR MO OTN1;R DEPTH HORI2 - CHES „ _ CLEAN SAND 1/8' ,10 1/24 TEXTURE COL R MOTT• 0 ER ° .. ELEV. = 102 WASHED STONEr el ELEV=99.5 MAX. '.} . . =99.0 MIN. , I 4� 4' CAST IRON PIPE Xlam"a I . (OR EQUAL MINIMUM \ 50a z_ PITCH 1/4 ,PER FT. H2O • . ZABEL FILTER 1I E$V �' - 95.42 FLOW LINE ❑OO�CJ 0-0010 - 10 o 0 0 : .1 ELEV. QQ MIN. 'p" -T LEV. _. 97.75 C, , o ° ❑D O 0.0 O O O OI❑ o °o ° NO WATER ENCOUNTERED AT � _ ELEV. - '" 7 - 6' Su ELEV, is • o ° --.. NO .WATER ENCOUNTERED AT .., GA EI.EV 9 .4Q G3 0 O O O O 0 O OI 0 ° 2' o ._.1L�.., ELEV +� �'.St ELEV. p � .ao .o ° . . si° DISTRIBUTION EIS, a °° o°° 0 0 0 o ra o o a o 0 0° o . ELEV. s3.so DESIGN CALL . .BOX • - - Nu71fQER of-eEDROaus ULA710NS� QUID' OUTLET..' - H2O (TO BE PLACED ON fTR>�I BASE) TO BE WATER TESTED 4_SDp GALLON pRY3YELL5 N9 STONE GARBAGE' DISPOSAL CNV/T ,-IF MORE THAN ONE OUTLET i TOTAL ESWA70 ROW H0, � ' 5 FEET 19 i�CH s 1500 GALLON TO BE PLACED flnt FIRM BASE) !N AN 1.7 X 4? X OS TRENc�rauA new z 5.5, WELL N A all C41_/kz/b,+<Y X_,.._ BR SEPTIC TANS zoNE ) _Ibo_ cA�-%bA r �X_ REouiR£D TIC TANK CAPACi7Y t ob _ , 7 FEET INCH 3�4' TO 1 1/2" CLEAN SOIL -ABSORPDN i� INDEX_,A- ACTUAL SEPTIC TANK CAPACITY � ) 13 FFET 4 INCH - GAL• • DOUBLE WASHED STONE r ADJUST_•,_,__ SGb�L CCASS/F7CAT/ON • FREE OF FINES & SILT SYSTEM l DESIGN PERCOLA770V RATE EFFLUENT LOADING RA IF - A-- AIN./-bVoy USGS PROBABLE WAI TABLE ELEV. a _ 74 GAL./Dil Y/'SF. SEWAGE DISPUSAL SYSTEM .PROFILE oeSERVEo WATER TABLE (105 /bs; �LEv. _ LEACHING AREA NOT TO SC BOTTOM OF ;T HOLE ELEV. L ACHING CAPACITY, t . 1= . 1. ' / 766 X Q•?4 --Ud- GAL A Y . i� RESERir£ LEACHING CAPAC/7-Y r , o . ' �' t i ` I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND -� / NDi THE TO* RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL .., . _ L 0 TOWN WATER--w w w WAGt: r ,, ,i i � WATER SHUT-OFF........*• •? ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF R �� i WATER VALVUE. ..............Iy, •• T FINISHED GRADE. ••.1 ter. � i GAS UNE---a ---..a - COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF . Y►q A_JL•- _1-4 2 GAS METER• ......... ® .......... 4 DING H-10 LOADING UNLESS JHEY ARE UNDER OR WITHIN 10 LL . �� THSTAN --- ')RIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN __ ` __. - - '''- -_--ill GAS VA_ti� L•96, 8 f i 10 FT. OF DRIVES Olt- PARKING AREAS. .22 � i ELECTRIC LINE +� _._,_E - f.•ANY''MASJNFcI'�Lii�ITS ' a ` h �� ,,...._- USED TO _P.Ity R. TO GRADE SHALL 8E MOR i / ELECTRIC METER G GRA TARED 98.24 / ��''� i 102.. �` � i • Q • � `N PLACE.• , .10�.55 _t i ELECTRIC BOX 5:70 DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR 101.19 . . "..� i A� '�'_"""'-�•� i 1oilz_ - i ELECTRIC MANHOLE ® ,ZONING REGULATIONS. OWNER / APPLICANT C TO OBTAIN SUCH 1/ . r �� B4` i CATCH BASIN uETERMs SHE FROM APPROPRIATE AUTHORITY. II. �, _ .01 I ,,4 Q... E APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO "'� CESSPOOL 8' OWN ARE 1 ` ............. . .. . •.. - T 72 HOURS Pk LEACH PIT �, 1 © . [•ALL DIG SAFE A7 1-8$8-344 7233 AT LEAS lOR TO 8 36 t01.57. CLEANOUT 7.. yONTRAC�TGR t8�T0 VERIFY GRADES AND 98.86 4: {•�'C.O.• . p o Q?.37 �,., ��'.. EXISTING SPOT ELEVATION-•-x o.0•• ,CONDITIONS PRIOR TO OVATION'S AS WELL AS SITE 11. . . < a. - �gy56 . ♦ . .� i 1 EXISTING CONTOUR (0.0) lsl� tJ COMMENCING WORK ON SITE. ANY VARIATION IS TO lO / X FINAL 4 GHT To THE ATltN-noN OF 8E 11 t ♦ i aIm.6 � . ? .. . ._ AL SPOT ELEVATION..-•.REM__.,, 7 's•_,;n.--•S ! �D � � C THE DESIGN ENGINEER U�MEb11 TFLY. 0 0 h Z -�!���--•• _ -` __- ;7 1T -- CONTOUR . i►3. ALL �S ,51i0W LL S MAP(IV. Jf $ ♦ Le �. �< _` L UNSUIT MATERIAL SHALL B Rf1,i E _ __ - �'A t IRRIGA .�q( FLAGPOLE M AS PAR�"Ei _gam_ . \ 0 5 FEET FROM AROU E �� FROM UNDER, AND FOR A- AND BE 0, . �� ♦ + u. LtGHTP T rilNIMUM F NO THE SOIL ABSORPTION SYSTEM T 8.b2 / 1�3b•lz �i ,*' - �'I,, . 10 7 � MANHOLE.••••....•r�. 0 ...... . ENCOUNTERED BELOW S.A PIE INVERT.10 CMR 15.255: {3) (L£.�T111E 5) IF 88. , ^� ♦. TILITIES .. . 11. E.. I '0 ' L ' - / Jw N'A 1; / _ OBS WELL- EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SANG OR RE�,SOVED. ALOW PATH s SEWER UNE--$ ----_ Elf C ONT1 t T 1800 FILTER IS TO BE INSTALLED.x 99.29 ,�, 50 ___s - �• I ♦ i 99. ' t rt -SEWER MANHOLE• •-• �.• ... .. . A. OR E. 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