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HomeMy WebLinkAbout0267 OST.-W.BARN. RD - Health G-7 Oa�. - �j &M i I SMEA ® No. 1033A 2-153L MADE IN USA ^'e D6 6— i ID No. FEE COMMONWEALTH OF MASSAC14USETTS t9 Board of Health, ?��;_;�in.S b p MA. ' APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT �plication for a Permit to Construct( ) Repair(l.)'IOU'pgra e( &andon( ) - �omplete System ❑Individual Components Location :?-6 7 PV t V�//Y �t%GJT g}� Owner's Name Map/Parcel# Address 1 _ th / f Lot# Telephone# Installer's Name S� p Designer's Name N Address Address r'0su Teiephone# ® — fie— r Telephone# Type of Building Wot4 0 7 L c��t �103 Q �e,e/G� i Lot Size q 0®0 5 sq-ft. Dwelling-No.of Bedrooms Garbage grinder (14k'�6 Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow(min.required) SO gpd Calculated design flow Design flow provided 3 A-'Z� gpd Plan: Date qv�1 a® '0-7 Number of sheets Revision Date Title Y ectJ tC y6k ( Description of Soil(s) S '' Ct Soil Evaluator Form No. t( Name of Soil Evaluator 41d !e t c Date of Evaluation 6.17,1e7 DESCRIPTION OF REPAIRS OR ALTERATIONS Iy.(Ld f( Z Ct) f'b od Pc,V 4,G. +eX,,,,1C , S -L.C c 4,vU �-r 4K7 P e The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place tjie system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date r ee f _ p M No._/� 9. - FEE -0 5 4 a 4,''' '.r Board of Health, 7,�:_�u.5+� b Q o MA. ' bb APPLICATION FOP, DISPOSAL SYSTEM[ C®*NSTP UCTI ➢N PERMIT Ipplication"£or a Permit to Construct( ) Repair(G�Upgra eO A andonO - ®'omplete System ❑Individual Components 1 Location 26 7 V,,�.ktVtlle 14 s�G Owner's Name K c c(4A , fie- ddc cd - E IAUA u Map/Parcel# ',Z l Address .( IA.g4 ttjI( L4149 -9A 14 OL 4. Lot# Telephone# SDA 4 6 Tq i avA Installer's Name J S� . �© Designer's Name ctC Address,. 't W.f / Address t �' Telephone# d 21_ G� ©� Telephone# � � 9 ( / F r' .. Type of Building Ll/o �r6 r 6 �l (At ,a ( u/L�6 t Lot Size 9,900 Si s cl'€t. Dwelling-No.of Bedrooms Z Garbage g inder (0)J Othei,-Type of Building No. of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) S 2:)0 gpd Calculated design flow ' 7�10 Design flow provided 34 gpd Plan: Date O/ 'b 7r" Number of sheets ' Revision Date a�v Titles•` Se Description of Soil(s) Sc3vl•G� ` Soil Evaluator Form No. r l Name of Soil Evaluator 11%4 J(rG 1 tNF+u Date of Evaluation 17/a7 c � DESCRIPTION OF REPAIRS ORrrALTERATI a NS i E y h4 s`I d f it 1 c ciJ /� g D-a C"7a _4% �G '�cs.41C 0- - 6241f j ��S h�oL C C r r lii. i r t°e+t .its;, 1 r�.�`o a-✓ e�2+ `�t..s.. �i 4 r 4. The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree to not place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed 1 /i ✓ ,t /�/L(/'Y Date ! ` Damlw A V V Pr /I f�J U v /� No. 00 p\\ry FEE Ito Board of Health, r',f rya/�. MA E0 CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired (`)Upgraded ( ),Abandoned ( ) by: 12, Z 4 S at has been installed in acco�rd/a�nnce with the provisions of 310 CMR 15.00 (Title 5) an roved design plans/as-built plans relating to application No�//t -tl�!'7 dated ' Approved Design Flow (gpd) ` Installer Designer: / L/�/lYlxl..H ,!1Vl�l r,%�'-r°is��n n Lnspector: '(h t BJD.ate: r / •� \: `( The issuance of this permit shall not be construed as a guarantee that the system will function as designed. . 10 No. FEE T Board of Health, DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is/hereby sgranted to; Construct( ) Repair( ) U/�pgra�deC )/Abandon( ) an individual sewage disposal system at 4/'/ ( � 71, 6 '' / A ,1 , V� as described in the application for —1 / Disposal System Construction Permit No. r dated Provided: Construction shall be completed wi inthree years of the date o t.KR�per``it.JY/lllocal conditions,mustbe met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date 4�/(/ Board of Health Un/May. 22. 20071 2:36PM� LAKtV1No. 6766-L P. 20.3/003 r Town of Barnstable Regulatory Services i Thomas F.Geller,Direcwr Public Health Divbion Thomas McKean,Director 300 Main Street,Hyannis,MA 02601 Office: 508-962.4644 Fax: 508-790■6304 Installer&Deaianer Cert egation Form Date: 7 Sewage Permit# as - 2/!Z Assessor's MapTarcel 12 i 6 Des%=: r-Ulinan Engineering co, ., Irie. JWta&r: Address: 10 Riv*rsid_Drive Address: Lakeville, MA 02347 issued a permit to install a (date) (installer) septic system at 267 Oscerville West Barnstable Rd.based ou a design drawn by (a s cull.ingu >ttigine6ri*9 Co., Inc. dated 5/10/07 R I certify that the septic system referenced above was instWed substantially according to the design, which may include moor approved changes such as lateral relocation of the distribution box ondlor septic tank. I certify that the septic system refMced $have was installed with major cbaages (i.e. greater than X 0'lateW relocation of the SAS or any vertical relocation of any companent Of the septic cyst m)but in accordance with State&Local Regulations. Plan revision or certified as4uilt by designer to fallow. IN DE 41Ws�Acy (1n ���) W_� � KENNETH � stgller s Si NOMON,in, No.28810 �. CIVIL 4 PLEASE REIM TO BA TABLE SPUN= ALA. ION CERTIFICATE OF QQW—LIAM MU NOT D BOTA S FORM AND AS-$tJILT CAM ARE _PUBLIC HEAkT_H DIVISION nWZYou. Q.HedlWSepti Mmigper C tffic lion Form 3.2&04,doo -1095 o f5-21-20��7 12 a 00g:, DEED RESTRICTION WHEREAS, Thomas W. Hardman & Michelle D. Ferrara-Hardman Hereinafter "Owners" of 1 Stoney Hill Lane, Dartmouth, MA 02748 are the owners of 267 Osterville West Barnstable Road located at Barnstable (Osterville), MA, Assessors Map 121, Lot 6 hereinafter referred to as "The Property" duly recorded in Barnstable County Registry Deeds in Plan Book 125, Page 1; WHEREAS, the Owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; _ . -WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, Thomas W. Hardman and Michelle D. Ferrara-Hardman, do hereby place the following restriction on the above-referenced land in accordance with the agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1.. The Property may have constructed upon the lot a house containing no more than two (2) bedrooms. Owners agree that this shall be a permanent deed restriction affecting the Property. a For title to the Owners see Book 21023, Page 10 at the Barnstable Registry of Deeds. Executed as a sealed instrument 215� day of 0 ner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS ,ss I , 2007 Then personally appeared the above-named Thomas W. Hardman and Michelle D. Ferrara-Hardman known to me to be the person who executed the foregoing instrument and acknowledged the same to be their free act and deed, before me, P lic Notary My commission expires: GAYLE i, GAMACHE (date) Notary public commoms'e2lh Of M�aS . ssiosachusetts MY Comm; n Expires October 1. 2010 0` ' w ij, 1 <: i O SARNSTABLE REGISTRY OF DEEDS r� RECEIPT Printed:05-21-2007 @ 12:,05:05 BARNSTABLE COUNTY REGISIRY OF DEEDS JOHN F. MEADE, REGISTER Trans#: 120048 Oper:CYNTHB Book: 22040 Page: 299 Inst#: 30095 Ctl#: 851 Rec:5-21-2007 @ 12:00:59p BARN 267 OSTERUILLE W BARNSTABLE DOC DESCRIPTION TRANS AMT 1 HARDMAN, THOMAS W RESTRICTION County Fee $ 10.00 10.00 Surcharge CPA $20.00 20.00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ct'I#: 852 Rec:5-21-2007 12:00:59p DOC DESCRIPTION TRANS AMT ------------ -.POSTAGE FEE County Postage Fee 50 Ctl#: 853 Rec:5-21-2007 @ 12:00:59p DOC DESCRIPTION TRANS AMT IMPRINT COPY County Imprint Fee .50 *** Total charges: 76.00 CHECK PM 2043 76.00 TOWN OF BARNSTABLE LOCATION 26 7 1-211' W,,6avr0XT.1C- ,,-/SEWAGE # .2007-2/y VILLAGE ASSESSOR'S MAP & LOT /2/® INSTALLER'S NAME&PHONE NO. S08—'921::;-971T8 SEPTIC TANK CAPACITY /-1-00 LEACHING FACILITY: (type)�at'%PW49eh'rVSA5P—f (size) .50 X!® NO. OF BEDROOMS 4 BUILDER OR OWNER Os" 114r ,,0A4 ! PERMITDATE: �° COMPLIANCE DATE: -% 222 417 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili. ) Feet Furnished by � �2+�-rim W I 13.E-k oc d�oos� all �' FEB.12.2007 3:33PM BHRNSTRBLE BUHRD OF HERLTH NO.194 Town Of Barn:$ta ble P r a Departetent of Regulatory SetVices Public Health D t� iV1SiOII Date 3/23/0 7 . �oJO. 200 Main Sure;,Hyannis MA 02601 Date SehedLded ✓�� � j Time �._ Fee Pd. SOil Suitab&Y Assessment for S e Dis s g Pulbrmed By: Witnessed By: _ 0 LOCATION& GENERAL,FORMATION Location Address _ Owner'aName Michelle D. Ferrara-H dman 267 rvilleOsterv, MA West' Barnstable Rd. 1 Stoney Hill Lane • ' Osterville, MA - � Address Dartmouth, MA '02748 Assessor'B Map/Parceb . 121/6 BngineeesName Cullinaii Engineering Co. . NBWCON$TR{7UCPmN RISPApt X __ Tole hone4l {508) 946-9911 Land Use a- Slopes m 2 ' 1 o • surface Stones Distances from; open Water Body >V 00 R possible We Area 7 inch° e n ��ft Drinking Water Well '�tt DrainsW B aY > 1,,9� n Property Line �' +1 Othcr 'SKE'TCH1(Swett name,dimensions of lot,exact locations of teat holes Q pCM te6ts,locate wetlands in pmxlmity to hobs) w Parant matedol eologie) Depth topedtbtalt (� --:r Depth to GroundflWater: Standing Water in Hole: L vVooping Prom Pit Ifiee.,,••, L Bs1motcd scuon6UHi h c3 �,_ ( g am _ l < �10 OETERARNATIONFOR SEASONAL IIZ Me GIL WATPxi TAEI,P� n r th d used Depth;Observed standing in obs.holes In. Depth to soil tttOttles. 2- Depth 3 it io weeping from side of obs.hole. In, In. " tilde>t:Wellll Reading Dated Index Well19yel OroundwatorAdJustment p, G� I Adj.factor Aq,armuntlwatetLcyel..,,,, PERCOLATION TEST Dale o Time F Tltne at 61'ma 6� (u 1 Time(9"• Rate MIn.Mch L 0 .5 9tM. ti► Site Suitability Assessment,' Bite pawed Site Palled: • Additional Testing Needed(YIN) Original: Public Health Division Obseri►ation Hole Data To Be Completed on Back-----L,...:_ ***If poireolation test is to be conducted witl>If i 1001 of wetland,you must first notify,the. Barnstable Conservation Divislon at least one(1)week prior to beginttiag. 0SEP7JCIPBRCFORM.DOC 1 FEB.12.2007 3:33PM BARNSTABLE BOARD OF HEALTH NO.194 P.2i2 DEEP.01p$ERVATION HOLD LUG Hole# Depth from :. sell Noriston Soil Texture Sdil Color Soil Other Surllrce(in.) (USDA) •(Munscll) Mottling ' (8uucta%Stmteg;Boulders. , Zt mil, d✓� Y6 DEEP OBSERVATION HOM LOG 'Dole# Depth rrom Soll Horipnn • Boil Tcxtura Soil Color foil; 066 1,• 8urfaee(io.) (USDA) (Mat►aclq Mottling' (Strucwre,stones,Boulers. L; to YZ 636-50 DAP OBSERVATIONHOLE LOG I1olo# Depth front Soil Horizon Soil Texture Soil Color. Soil Olber Sinface(In.) (USDA) (Muas411) Mottling• .(Structam stones.Boulders. DEEP OBSERVATION HOLE LOG Ilole# Depth from Soil Horizon Soil Texture Soil Color Soil Other (4utfhca(In.) (USDA) (Munsell) Mottling (Structure,Sloncs;'Bouldars, Flood><nsu Z S 000 \ o C. I s G �Kcq ec': Abovc.800yearflood•boundary No Yes Within 500 year boundary No+ Yea Within 100 year flood boundary No �! Yes Intrtth of MAMMARY-Q= d!19 PetLvil�tts Mat� lgl Does at least four feet-of naturally occurring p Mau s material exist in all areas observed thwithout this atga p[op3qd for,,the1 soil absorption system? I not.what'is tlia depth of naturally occurring-pervious material? -- ; I certify that on i �', (date)I have passed the soil evaitlator oxamination approvefl by►he Department of Bnvironmental Protection and that the above analysis was performed by rate con®istent with the required training.exportise and oxperience described in-4 10 CM R 15.017. Date Signature Qi.AEF wfiRMRM,DOC BARNSTABLE NOTES.• a FALMOUTH RD P OR Q Q� o v 20.0" 1. THE SITE IS SHOWN ON THE TOWN OF BARNSTABLE ASSESSORS MAP 121 AS LOT 6. o -------- F- �J ^' i------- ----------------------- » i 2. THE SITE IS SHOWN AS PARCEL "A" ON PLAN ENTITLED "PLAN OF LAND IN OSTERVILLE - BARNSTABLE - N < dQ- I 200 COVER I I - I MASS-, PREPARED FOR JOSEPH SANTOS ET UX BY CHARLES N. SAVERY CO., DATED OCTOBER 3, 1955 AND LINDA LETOURNEAU _ (TYP. OF 3) i �,- ��\ i RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 125, PAGE 1. U w0 MAP 121 LOT 7-2 U4 3. TOPOGRAPHIC INFORMATION HAS BEEN COMPILED FROM AN ACTUAL ON THE GROUND SURVEY PERFORMED ytc. �� wi I I < < i •1 I �� ; I BY CUWNAN ENGINEERING CO., INC. ON APRIL 6, 2007. 4. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. o g Z LOCUSol 5. THE SITE IS NOT LOCATED 'WITHIN ANY FLOOD HAZARD AREAS AS DETERMINED FROM THE TOWN OF 90.$ / W L______________________________________� BARNSTABLE FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 250001 0015 C (MAP REVISED 1 a,- _ _ w 1 \ 93-_ GAS _ts9.e / \ x--- GATE p to Z o DISTRIBUTION B AUGUST 19, 1985). c e s2.s s3.3 Z I 10'-0 O 6. EXISTING UTILITY LINES SHOWN ON THIS DRAWING ARE FROM AVAILABLE INFORMATION AND ARE p G 10'-6" APPROXIMATE LOCATIONS. THERE MAY BE EXISTING LINES OTHER THAN THOSE INDICATED. CUWNAN a R/GHT OF ''WA Y GRAVEL ROAD INV F= O PLAN VIEW `ENGINEERING CO.,;INC.`ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTIUTIES Q �.� 92.8 I o a o 5-OUTLE? D-BOX AS MANUFACTURED OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE'CONNECTIONS, THE PROPER PUBLIC UTILITY / -. =L__ _ M U of PRE-CAST CONCRETE TANK ENGINEERING DEPARTMENT SHOULD BE CONSULTED. , S89'13 30"E ..--- R/ BY J & R PRECAST MODEL DB-5. s1.s UP 94-933 cn _j N v (NIS) STANDARD. OR APPROVED EQUAL / 100 # ! r- - -95 Noc Rp 7. THIS PLAN THE PROPERTYDDISPELAYED HEREONGI CERTIFICATIONS OWNER OF DOCUS AND ABUTTING PROPER O NOT CONSTITUTE A CATION OF TITLE TO 90..9 _ d cV ACCORDING TO CURRENT TOWN ASSESSORS RECORDS. TIES ARE SHOWN - _ _1 ' 3 l--96 0 o 1.500 GAL SEPTIC TANK �/ i q-� x O SITE LOCUS NOT TO SCALE SEPTIC TANK AS MANUFACTURED BY J & R PRECAST ITEM NO. I �� ,y/ s2.6 I V TK-1500 STANDARD OR APPROVED EQUAL �� \ I o'r� I I ! N ! DBL ! �J I � ! 9 ! ! cc BENCH MARK 1 I f 3 !! ' ! ! z0 m CONS TRUCTION NOTES EsosS SET '"c(22"ASSUMED)n, It �! , 93.7E�Ec. ' ' V) 1. THE CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES FOR PERMITS REQUIRED TO 11 a / 1 w z ! ! METER w T �' / EXISTING ss4 3 w CONSTRUCT THIS PROJECT. SOIL DATA �/ .$g' �++ o2- ` J '! / I V PREPARATION NECESSARY FOR THE SOIL EVALUATION & PERCOLATION TESTS PERFORMED ON. 5,7/07 BY ANDRE f " , ' Q 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE /F ^- � ! DWELLING ��. ! � COMPLETE INSTALLATION OF THE PROJECT FACILITIES DURING CONSTRUCTION. PIMENTEL FROM CUWNAN ENGINEERING CO., INC. AND WITNESSED BY DONNA / LOUISE J. RYDER ° )".� 90. �� 1 STORY W/F w 'g� g METHODS, MATERIALS AND COMPONENTS ASSOCIATED WITH THE PROPOSED Z. MIORANDI FROM THE BARNSTABLE BOARD OF HEALTH /�\%\\%\\%\\%\\%\\%\\�/\\�%4.\\\%\\%\\%\\%\� MAP t21 LOT t48 -0�-0 a, immix !, T.O.F.=95.62 f a ot 3. ALL CONSTRUCTION ETH Z po ° 2414 " RIM SUBSURFACE SEWAGE DISPOSAL SYSTEM SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS, TP-1 TP-2 p I - XIST. 4 C.I. 1 96.6 THE REQUIREMENTS OF 310 CMR 15-TITLE 5 OF THE STATE ENVIRONMENTAL CODE, AND ALL LOCAL » " 4 SCHD 40 PVC Bao \ Po I / ! I I NG.= 6 / ®RIM BOARD OF HEALTH REGULATIONS UNLESS A WAIVER HAS BEEN GRANTED. A & FILL ` 91.92 A & FILL 90.98 THREADED CAP STOCKADE IL if r s4.3 a BULKHEAD / 96.6 N 4. ALL CHANGES TO THE PLAN MUST BE APPROVED BY CUWNAN ENGINEERING CO., INC., AND THE 4" SCHD 40 PVC FENCE LOCAL BOARD OF HEALTH. PIPE bo %°od I T\ - x °� O 5. ALL SYSTEM COMPONENTS, EXCEPT PERFORATED PIPING, SHALL BE WATERTIGHT AS REQUIRED BY 310 » . IMPERVIOUS BARRIIER ° Mp° °d / O s4s /�/� RONALD P BOLDUC Q N CMR 15.221. 24 1OYR 3 2 9.92 36 10YR 3 2 87.98 p s4.3 PARCEL A B-LOAMY SAND B-LOAMY SAND FLAW • �`' M MAP 121 LOT 5 6. THE LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY. THE PROPOSED S.A,.S. 1 w AREA=9,000 S.F. / / ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE 38• 50" 3-8'x4" GALLERIIES i �` (0.21 ACRES) _ / co z STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERT ELEVATIONS SURROUNDED BY 3' Z OF THE UTILITIES AND STRUCTURES, AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ANY OF GRAVEL DISCREPANCIES WITH RECORD DATA SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS CAUTIONED TO CONTACT DIG SAFE (1-888-344-7233) 72 HOURS BEFORE DIGGING. 4" 45 SCHD-40 / C-SAND T C-SAND PVC BEND 5 OVERDIG ° 118Sfi �-� w 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK WITH THE I" f i / '�/ < Q APPROPRIATE HIGHWAY & UTILITY DEPARTMENTS. r �"E Q U < 2 MPI I - p � < 2 MPI 4" SCHD 40 PVC SWALE x 8. CONTRORDERACTOR SHALL MAINTAIN ALL EXISTING AND AND SHALL PROTECT THEM FROM DAMAGE AT�ALLTIME INSTALLED U TIL THE WORK IS COOD OMPLETED MOTTLES O N/E MOTTLES O N/E WHYE LEGEND 93.5x 3 /_ g5� g6� 9'I' 9a` ss.7 AND ACCEPTED BY THE OWNER. WEEPING O N/E WEEPING O N/E STANDING O !VIE STANDING O N/E FLOW EXISTING CESSPOOL PROPOSED 1,500 GAL 9. ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION UTILITY CONNECTIONS AND SERVICES SHALL BE STANDING = > 8p,g2 GW a > 79.98 4" 90' SCHD-40 ■ CATCH BASIN CRUSH AND FILL WITH SEPTIC TANK. N/ INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE RESPECTIVE UTILITY PVC BEND CLEAN SAND. 4 DROP CLEANOUT FAITH BAPTIST CHURCH OF HYANNIS. INC. " 4" SCHD 40 PVC aie SPOT ELEVATION < � 10. THE CONTRACTOR SHALL UTILIZE ALL MEASURES AND MATERIALS NECESSARY TO ENSURE THE 2.5Y 6 3 80.92 2.5Y 6 3 79.98 MAP 121 LOT 4 SAFETY OF ALL PERSONS AND PROPERTIES AT THE SITE DURING CONSTRUCTION. ALL EXCAVATIONS PIPE SHALL CONFORM TO CURRENT OSHA STANDARDS. NQj,E; FOR AREAS SUBJECT VEHICULAR TRAFFIC � UTILITY POLE Q W o 11. A MINIMUM OF 18" VERTICAL CLEARANCE SHALL BE MAINTAINED WHENEVER SANITARY SEWERS PASS USE IN CONJUNCTION WITH 6"0 H2O ACCESS -o - FENCE (STOCKADE) BELOW WATER MAINS OR DRAIN LINES. OTHERWISE, WATER SERVICE, DRAIN LINES AND SEWER LINESSHALL BE CAREFULLY COVER ASSEMBLY POINT. WHERE SEWER ONES PASCASED S ABOVE WATER OR DRAIN CONCRETE FOR A UM OF TEN UNES, THEY SHALLALL BE ENCASED IN CROSSING HIT ROM THE DROP CLEANOUT DETAIL 1 TREE LINE _j CONCRETE REGARDLESS OF CLEARANCE. NIS -oHw- OVERHEAD HARES m ~" Z W QW Q coNCRErE sTRvcTUREs . DESIGN ..CALCULATIONS F- , o 1. ALL SEP11C TANKS, GREASE TRAPS, DOSING CHAMBERS, AND DISTRIBUTION BOXES SHALL REGULATIONS USED BE SET LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN SITE PLAN " ' z = MECHANICALLY COMPACTED. IF THE COMPONENT IS PLACED IN FILL, PROPER COMPACTION STATE: '310 CMR 15.00 - TITLE 5 U Z f IS REQUIRED TO ENSURE STABILITY AND TO PREVENT SETTLING. A 6 INCH STONE BASE MUNINCIPAL: LOCAL BOARD OF HEALTH < < IS ADEQUATE IF THE COMPONENT IS PLACED ON NATIVE GROUND. TYPE OF ESTABLISHMENT: 2 BEDROOM RESIDENCE � V J m � O a 2 ALL CONCRETE STRUCTURES ARE TO EMBOSSED WITH A SEAL STATING THAT,THEY MEET DESIGN FLOW LL ASTM STANDARD C 1227-93. ANY CONCRETE STRUCTURES PLACED WITHOUT THIS SEAL Q WILL BE REJECTED. 2 BEDROOMS x 110 GPD/BDRM' = 220 GPD 20 0 10 20 40 ~ Q w U U) � o: �"" " W LL 3. THE BACKFlLL AROUND EACH CONCRETE STRUCTURE SHALL CONSIST OF SAND, GRAVEL OR ,' SEPTIC TANK 30.0 SELECT FILL FREE OF ORGANIC DEBRIS, FROZEN EARTH AND STONES OR COBBLES OVER 3 1OOX x DESIGN FLOW - 220 GPD INCHES IN SIZE ALL BACKFILL SHALL BE PROPERLY COMPACTED TO PREVENT 2009G x DESIGN FLOW 440 GPD 0 c O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0^ J n- SETTLEMENT AND THE CREATION OF VOIDS. 0 ri O O O O O O O O 0 24 0, O o 0 0 0 o O o �3.o SCALE: 1 INCH _ 20 FEET USE 1,500 GAL SEPTIC TANK 4. PRECAST CONCRETE RISERS TO BE INSTALLED WITH A RUBBER GASKET AND CONCRETE O __ __ __ O W < W SIZE OF LEACHING FACiIJTY O O f - 8.0' ----I r--- &o_' --T i---- 8.0' ----1 0 0 Q J GROUT TO ENSURE WATERTIGHT SEAL , n PERCOLATION RATE = 2 MPI O O O I I I I I I o 0 v , J F- W LT.A.R. = 0.74 GAL./DAY/S.F. O O ( ( I I I T O O J_ _ CONSTRUCTION INSPECTION .SCHEDULE REQUIRED LEACHING AREA = 330 GPD/0.74 GPD/S.F.- 446 S.F. 10.© O<4.00 1 8'L x 4'W x 1.5'H ED B T CONCRETE LEACHING CH ER "D"-FLOW DIF 3) 1 O 0 U_ AS MANUFACTURED B J & R PRECAST OR APPRO EQUAL (TYP. OF 3) O j � � w � O 01 1 I O 1. TO OBTAIN A CERTIFICATE OF COMPUANCE FROM THE BOARD OF HEALTH THE FOLLOWING LEACHING GALLF_R_Y DESIGN (SEE DETAILS) O O L_---------1 I---------J I---------J O O W W Q E MADE ALONG WITH HEALTH MUST B O INSPECTIONS BY THE ENGINEER AND THE LOCAL BOARD OF BOTTOM AREA = 30 FT x 10 FT = 300 SF � f- m THE COMPLETION OF AN AS-BUILT PLAN: O O O O O O O O O O O O O O O O O O O O O O SIDE AREA = 2 x (30 FT + 10 FT) x 2 FT- 160 SF O O O O O O O 0 - 0 - 0 - 0 - 0 - 0 - 0 _ O O O O O O O O 0000000000000000 WASHED 3/4» TO 1-1/2 STONE00000000000000 O (n A. EXCAVATION OF UNSUITABLE MATERIAL, TOTAL LEACHING AREA = 300 SF + 160 SF - 460 SF O O O O O O O O O - O - O - O - O - O - O O O O O O O 0 Q B. PLACEMENT OF CLEAN SAND BACKFlLL. C. INSTALLATION OF ALL SYSTEM COMPONENTS. ALL COMPONENTS MUST BE INSTALLED AND NOTE: SYSTRU HAS NOT JdSBN DESIGNED FOR USS WM A GARBAGE GRINDER. EXPOSED FOR INSPECTION AND PREPARATION OF AN AS-BUILT PLAN. S. A. S. DETAIL O NIS N Po��StITS d� PROVIDE 2-24" PRECAST CONCRETE RISERS AND COVERSCC OVER INLET & OUTLET TEES TO WITHIN 4" OF FINISH GRADE �� c � sz� � 4" DROP CLEANOUT o z C"NO > F- » THREADED CAP TO WITHIN r w o o v �� ° » 6 MAX. 4" OF FINISHED GRADE ,6 Y=Z Q 9" MIN. *INSTALL MAGNETIC TAPE WTHIN 12" FROM FINISHED GRADE AROUND ALL BURIED ��Au 36 MAX. ; i = _ _ _ SYSTEM COMPONENTS TO ALLOW FOR FUTURE LOCATION WITH METAL-DETECTOR WW00 L=5.0' S=1.OX DISTRIBUTION BOX OUTLETS TO REMAIN 24"0 RISER & COVER SET 4" FROM FINISHED GRADE _ _ LEVEL FOR FIRST TWO (2) FEET. ron,•roo V-93.60 3 W 4'Wx8'Lx18"H LEACHING= 0 "� NV.=92.55 A TO SLOPE 2X MIN. CHAMBER CIO W 4D SOLID 4" SCH40 PVC PIPE -� c� INV.-92 6" MAX. LO �� - > 1 12" MIN. S 4 MIN. Z a i a 10" MIN. a I 36" MAX. " a i 14 1 , 12 MIN. 24"o RISER & COVER SET 4" FROM FINISHED GRADE �� v 2.0 BREAKO%_j V.=89.00 / LOAM AND SEED 4 MIN. » e �,� L-15.0 S-2.OR . 1 4 Wx8 L.x18 H LEACHING < e o 1 ---------- -- -------- CHAMBER (TYP. OF 3) i 4.0' MIN. _ _1 O o � 40 MIL a oX I a INV. 8.73 -L = INV.=88.50 �' o 1 - O HDPE LINER p ^� O 0 �» I 1 O p 0 \ 36" MAX.rr,/��//.,//.r� %\/\6 �. �, �, // /�ii\\/\�/�r�/��/�\/i\//\ \\ \ \ 1� 1� I ` a I 0000000 j 000 1 � a � � � � _ 1 000 O O ------- ------ ------ ------- ----- �- ------ ----------� 6 COMPACTED \ O O O Q - 0 12"�0 \ 000000 i p-�- O o O [] C7 0, 0p0 > ---- J 0 O STONE BASE .\ /.\ \ /.\ • . • . O O O 0 1 O q o Cl o 0 0 o I 18" O W =o 0-0-0-0-0- 0 0 0 0 0 0 0 /•\ /• �� �\ / / \ / I he W 0o O 0 0 0 o O O 0 0 0 0 0 0 o O O D-BOX �\ �/A7GRAYLY' DCCtJ\RRI�G�pER1A0�JS I�A"IERIAC o 0 0 o I 12 4 INVERT 12 TNT v o o �- O o 0 o 0 0 0 o O O o O 0 0 [ ] 0 O O C] L� C� O f� L� O O O0O s so 5. ' 3.0'-=- 4.0' - 3.0 S.o' 40 MIL HDPE O O O 6 COMPACTED STONE BASE LINER O O O O O O O O O O O C� n n n n n n n O J -� O O O O O » " O O O O O O O O O 12-C) �o WASHED 3/4 TO 1-1/2 STONE O O 0 0 0 o O o 5.0' o ' O O O O O d . 1,500 GAL. FOIL ABSORPTION SYSTEM MIN. --NATURALLY OCCURRING PERVIOUS MATEffgi. vz - � SEPTIC TANK 5. ' 3.0' 8.0' 8.0' - 8.0' 3.0' -r-5.o' WS SEPTIC -SYSTEM PROFILE y W .J> _ GW ELV= 80.92 30.0' =H�s (NIS) FROM TP-1 c W W J CROSS SECTION DETAIL (NIS) FILE#: 20730012SEW.dwg