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HomeMy WebLinkAbout0042 POINT LANE - Health 42 Hva f x � nms A=288 - 165 ` `o r . a ° a o - 6 o � 0 4 V o 4 C � k u a A i j TOWN OF BARNSTABLE LOCATION _ oZ �� di % cl-A ,✓/- SEWAGE# oZ00 VILLAGE h'y/A•✓.v r`r ; -ASSESSOR'S MAP&PARCEL Vs- INSTALLERS NAME&PHONE-NO./AGLG1-/ a xr 5 49�7 7 S' /.3 G:2. SEPTIC TANK CAPACITY /-5 0 d LEACHING FACILITY: (type 3"y �}f c (size) a5 .X 13 -A a NO.OF BEDROOMS —3 / OWNER 7DA v J "S PERMIT DATE: G .S D 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 � rl C1 W a , a �. . GT Fee No THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHU SETTS Yes ZIppYicartion for Ti5pozal gppgtem Cow9truction permit Application for a Permit to Construct( ) Repair( ) Upgrade(.,J�Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 411 �� r-Gam✓` -��.✓.�v�s j'�v l �i� s �� s lr Assessor's Map/Parcel Installer's Name,Address,and['el.No. Designer's Name,Address and Tel.No. /�- �G it (,�s r��, Ors�t .✓ �r y 2 Type of Building: Dwelling No.of Bedrooms .3 Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 o gpd Design flow provided 33 F gpd Plan Date G�l 6�d 7 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil r� 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 plac the s em in operation until a Certificate of Compliance has been issued by this Board of Health. 9 Signe17 ,r Date t!� Application Approved by 41 Date Application Disapproved by: Date for the following reasons Permit No. Date Issued No. . Mo Fee x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipphcation for Mig;pont 6pEtem Construction permit Application for a Permit to Construct O Repair O Upgrade(-,) Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. ` / Owner's Name,Address,and Tel.No. Assessor's Map/Parcel� Installer's Name,Address,and Tel.No: Designer's Name,Address and Tel.No. -5 7-l�> �4 e2 A 47 r� 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(min.required) 3 3 e> gpd Design flow provided 73 5 gpd Plan Date Number of sheets Revision Date Title ilh Y� 1 ' t.. Size of Septic Tank Type of S.A.S. Description of Soil ✓ . J / 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 system in operation until a Certificate of ` Compliance has been issued by this Board of Health. Signed ' y}! Date 4 Application Approved by /it //! v/. ,ttY! J',. > Date Application Disapproved by. W v r / t Date J for the following reasons Permit No. �f� �( r Date Issued , / f � f THE COMMONWEALTH OF MASSACHUSETTS ,{ BARNSTABLE, MASSACHUSETTS Certificate of Compliance ii THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by j' /L i-' /v at G/Z do ,A, r l r_7 ,-, -: /1/y M,v wi i has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7— � / dated Installer i� l I-1 Designer /�. � /L��Z t=.rr '✓l r �' z- s E #bedrooms Approved design flow " `/ ,tr gpd The issuance of this permlit Shall not be construed as a guarantee that the system wil''function as designed. Date _ / / Inspector --l� (�' --------- —------- ----- NO. ...Fee-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=igpo9;at 6pitem Con5trUction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (-' ) Abandon ( ) System located at 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/co�mpleted within three years of the,date of this Fpe Date //> t/ Approved by , i Town of Barnstable Regulatory Services ,. Thomas F.Geiler,Director MURMA.�' Public Health Division 1639. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4641 Fax: 508-790-6304 Installer& Designer Certification Form Date: oG Sewage Permit# 2V.�_,Ssessor's Map\Parcel � l6 Designer: D4a 'e ye.4" installer: Address: IV Address: 02 S37_� On J)_S107- �(� 5r- was issued a permit to install a (date) (installer) septic system at ��1 L based on a design drawn by (address) dated G (designer) y I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved chances 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. treater than 10' lateral relocation of the SAS or anv 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. o R M. (Installer's Signature) o. 1140 SJ //ITA11WIL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTArEPUBLICHEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORNI AND AS-BUILT CARD .ARE RECEIVED BY THE BARINSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-adoc OO 1 ` 1 ! Fee 5 No. / ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: c Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Nplitation for Misposal *pstrm ConeaCuttiun permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(x) ❑Complete System ❑Individual Components Location Address or Lot No. 4,q POW-( i,4MC- Owner's Name,Address,and Tel.No. , Assessor's Map/Parcel ass)Ll, .1- Peta--r lvw RY-WY_JLS Installer's Name,Address,and Tel.No.$tom-477 Designer's Name,Address,and Tel.No. CAPC-w(D�5 r--Pfan215^Q' ctt, t R c r � e-1���� �J /4 Type of Building: / Dwelling No.of Bedrooms AlLot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 046AK(poo rs­v5n/ cx sE -, sTGK Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hen kh Signed Date oZ b eZ- Application Approved by Date fZ Application Disapproved by Date for the following reasons Permit No. r1 n Date Issued F No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS pplication for Disposal *pstem Construction J)ermit Application,for a Permit to Construct( ) Repair_(.-) Upgrade( ) Abandon k) ❑Complete System ❑Individual Components { Location Address or Lot No. 4,1 PO/,Q-r 1-4mc- Owner's Name,Address,and Tel.No. r 14y64lutjI5 Ptk,- atCAA ,PALX. wA5t .�'wsr-( Ta Assessor'sMap/Parcel p� /(p , P0(&j-f- LvW� (4VA)UyJIS Installer's Name,Addre s,and Tel.No.: 0Z-(F77_ 1 Designer's N e,Address,and Tel.No. 7 152 5'_-T :a Type of Building: DwellingNo.of Bedrooms '�!, Lot Size s .ft. Garbage Grinder q g ( ) Other Type of Building ��.. No.of Persons Showers( ) Cafeteria( ) -Other Fixtures �`�, Design Flow(min.required) gpd' Design flow provided gpd Plan Date Number of sheets. Revision Date Title Size of Septic Tank Type of S.A.S. Description of.Soil q. t 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 t* accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heallk j _ a -�' (� Signed �. Date 0' 'L oZ i Application Approved by Date Application Disapproved by Date for the following reasons Permit No. O ` Date Issued '. -- ------------------------------------------.----------------------------------.--------------------------------------------------------- . i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(X)by CAPe�1 E � �5� c.U—" at 4� PO LK)Ir LA,)"-nJ S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.vZO/ U dl dated Installer CAP;w(OC ( (,C-C Designer #bedrooms /y Approved design-flow } gpd The issuance of thi permit shall of be construed as a guarantee that the system wil cf f de:igne. ( I�✓ _ / Date Inspector /,�J`l' - - - =--------------------------------------------------------------------- ----- - ------------ No. `-( 1 U Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at ��(!uT [ �1 a✓ yi��►!�J(C and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions.. Provided:Construction must be completed within three years of the date of this permit. Date L' - y Approved by ' V P# , Town of B�n'stable. r Department of Regulatory Services Public Health DivisionDate KAa& w$ 200 Main Street,Hyannis{63 y annis MA 02601 . � ¢Cw� ... Fee Pd. Date Scheduled Time of Suitability Assessment for Sewage Disposal .(Y;Pi/1 i" 1 L Z�l witnessed By Performed B ° i LOCATION &GENERAL MOR1VlATION IAcationAddress',4� POWT Lk/J� Owner's Name POr�i- )nj�Sl(.E1�s�� ` Address 4 2 ky�Nls MA I lly tiots Mk _ Assessor's Map/P4tcel: a TW A q f Engineer's Name n a 4EYEV, X i o `2— 2�22 :NEW CONSIRU�.`170N REPAIR � Telephone# 506 3to lZ )de-kJ -� Slopes(%*) ' . • SurfaeeStones Qr7 e Land Use Distances from: Open Water Body., ft Possible Wee Area ft Drinking Water We Drainage Way (00 ft. Property Line =—ft Other fr SI{ETCH:($treet name,dimensiousV lot,exact locations of test holes&Pero tests,locate wetlands m proximity to holes) Sew ?P-®PC-sEfl s rl-EF Sev,)A-6 a PL A,-?J DftTEV 06 i I i i i - j i . i JJ ��`il.�il/I U 4 $t: Depth to Bedrock,_,� C Parent material(geglogic) 1 �S weeping Prom Pit Face ` Depth to Groundwalsr. Standing Water in Hole;'. �f _�- p $ a Estimated Seasonal ilfigh Groundwater - k D xNmv TION FOR SEASO AL HIGH WATER TADLE Method Used: ; Depth dbPerved standing in obs.hole: _n, Depth td Sall Groundwater Adjustment - Depth toiweeping from side of obs.hole: i in. i , Adj.Groundwaterri evel.,,.,e, index Well# _� Reading Date: index Well levnl�....... A .!attar _- PERCOLATIpN.TEST . Date tveLA� _.. Observation I Time At9"� ••— Hole# ' Time at 6" ..... • Depth of Perc � "A i Time(9'.) Start Pre-soak Time.( - ! End Pre-soak P--- --r-- i Rate MinJInch Additional Testing Needed(YIN) Site Suitability Asscosment: Site Passed Site Failed: ° r° OriginaL.Public Health Division Observation Hole Data To Be Completed on Back------- ***If Percola ion test is to be conducted within 100' of wetland,.-You must first notify the prior to beginning. u.,, cf-ohio Ni iservation Division at least one(1)week �Q, DEEP OBSERVATION HOLE:LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure;:Stones,Boulders. iiit'dncv.%Gravel DEEP OBSERVATION HOL-E;LOG Hole#. " Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. ,t � f f� q Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes _ Within 500 year boundary No Yes Within 100 year flood boundary No Yes & Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious aterial exist.in all areas observed throughout the area proposed for the soil absorption system? _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on 10 LID (date)I have passed the soil evaluator examination approved by the Departm nvironmental Protection and that the above analysis was performed by me consistent with the re quired1 trai ing,expertise and experience described in 310 CMR 15.017. Signature ` Date b fie' Q:\.SEPTICIPERCFORM.DOC . .• .. . mcnvinvvummmnm 5 mmm• m.nmvaa,en ev - IV_III D l n=:p.+� 'a ural¢mv LEGEND BENCH M ,A R k- PROPOSED CONTOUR t /r; � � � , h, I `C 9� PROPOSED SPOT GRADI # I s r ' I TOP OF Olvl SOUND , rn+ou„ ide hlurrab 4�sy T '1 — — EXISTING CONTOUR t rveun�at t ELEVATION — 1�4.14 — 98 — g,__ BARNSTA.BLE (rIS DATUM + 96.52 EXISTING SPOT GRADE ; 'I �•I 'y t ` �+' � _ ,� c�nst j' i r r rn E --- W— EXISTING WATER SERVICE 24 ® TEST PIT9J�aurop�6n II` ta i {ai,thga 11 e _ for 9 4.8 7 _ OfIE 51 - - - - -� - - - - - - - -- - - - - - 23 � r�Li -'• - — — '_ — — ar vp" ( Grcckel Qr t `•-� tie ,, E', 1 1 r' 3 '-x - UUZ�a�iOthSE' :'-R 1 F (,r"` t .a.. _...__- Q �.: / LOCUS MAP N.T.S.----- - Imumomurvnm�nwnmmm®Imlm�mmml�memmnl�nlm�cm�ammmm���mmumlmnrsmm�me®ema • .�,� H 21 Tit PAVED DRIVEWAY 20 ft I I APP. H2O LINE / PORTION ,� ///%' GENERAL No i ES: I ! F LOT 32 TH-1 / / _ _ O AREA = 5665� f—�� ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL. Z BOARD OF HEALTH AND THE DESIGN ENGINEER. � /// /// ' ' ` / �\``.,` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS z z u� OF THE STATE ENVIRONMENTAL_ CODE, TITLE V, AND ANY APPLICABLE / , / LOCAL RULES AND REGULATIONS: O W I W — {+ J f IHL BOARO OF HFAI TH AND THE I L�(V / __" —---"--" z �i 3 \ \� THE SEWAGE DISPOSAL SYSTEM SHALE NOT BE BACKFILLED PRIOR W II I (� LLI B / 1 1 .8�f t A O✓ 21 j TO INSPECTION AND AFaPROVAI Ei' _ _. _ — m II / / 1 �' \\� DESIGN ENGINEER. _ Q 1 I x a / I 2 2 -� �� 4. ANY CONDITIONS ENCOUNTEREI:i DURING CONSTI',UCI"IC?EJ DIFFERING (1 I I O—J / j � FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN W �`� C ) W / \ ENGINEER BEFORE CONSTRUCTION CONTINUES. L 1 � ! / ! f � � 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. OI Iy '1 ' W I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE. LOCAL. BOARD OF I t HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCrION. L 1 I 1 / j i 7. WATER SUPPLY PROVIDE[) BY TOWN WATER SERVICE. / ! O I 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL. BE' RESTORED I j TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. I LOT 33 / ! 9. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING i AREA = 10780 sf +J / I CONSTRUCTION. j / J 10. EXISTING CESSPOOI..S TO BE PUMPED, CRUSHED AND FIL.I...ED i / --- — — — — ----— -- ---—— — — — — — 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 23 12. THIS PLAN IS TO BE USED FOR SE:F'TIC SYSTEM PURPOSES ONLY / 'T 24 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150 FT- OF PROPOSED LEACHING 14. INGROUNO POOL TO BE: REMOVED AND REPLACED WITH CLEAN MEDIUM SAND P1=:F� OF Mq 'i'IT�.E� V mmn an,nn n,nnmm nunamnln,nnm�nm,�mma � m rennmcunvnn,oem,lmoanm,nm,w,nm,uwnulmnmw,nnlmnlnwsu,nv�eummamum k nnnnu,nnal o� R N PROPOSED YE::r�_FIC S'�'f')_I.I~:\A UPc;F�RADr PLAN _.______._..._..__....__.___._........._._...._..__..-_--.•-----------._._._.__.__.__.._.._...______._.___-___.�.. \ o MEYER t 42 PONT" LAN IE'. HYAN N I S, MA No. 1140 MAP. 288 Prepare-_. for: Paul Wasilewski SURVEY REFERENCE: '�FGI E � " Engineering b —^—<'_....__.__._.____..._._.._.._..............._....._._...... ^..__.___...-_.__._......_..._. .:._.__.._._.__.____..... _._._._... _. S LOT.'169, 9 9 y: surveying by: 7CAL_E. DRAWN JOB. NO. S DARREN M.MFYFR,R.S. ✓�'!fi ra a;`,ie .t;a v%a u.e�r a cu:i l'ri.d' PLAN OF LAND BY WHITNEY Sc BASSETT, SURVEYORS ANITAR�a DEEDBK:1054 'I ":=20` DMM . PO BOX 961 (r50r'i) :� _,_._._..__.._..._............._. .__....._..�.._._._..._ _.___..._...___........._ DATED: JANUARY 1951 I DEED PG: EASTSANDWICH,MA 3�` 'C.1t.a4 V [?ATE C:HECKr:.[a SHEET Na. i 508-362-2922 ; 06%16/0 7 D M M 1 of 2 mw;nnlmm.nnlnuxnma�namruav:m:enasmmmmmimmramndammae:mmaamnm®n,mnm:um a,ra,ammao�mmwnmm®mn wmruannm� ^n uma�nam�a,�mm� i t i ELEV. TOP i FOUNDATION (Existing) 24.83 F.G.EL: 23.5 F.G.EL: 23.0 F.G. EL: 23.5, FINISH GRADE=23.5 A • MAINTAIN 2% MIN SLOPE OVER LEACHING AREA A' COVERS TO WITHIN 6 OF GRADE s" INSPECTION PORT f3 711- W/IN 6" OF FINISH GRADE 6„ 4„ SCH 40 PVC ° ° ° ° ° ° ° ° ° ° ° ° (MIN.)° 011 I 14, :INV.21 .00 S= 1 (MIN.) 6 © S= 1 (MIN.) TEE'S ARE TO BE C4" SCH 40 PVC INV.20.70 INV.20.50 ° EXISTING OUTLET GAS PROPOSED DB-3 BAFFLE ° ' A = EL: 23.0 :..••.'., H-1b DISTRIBUTION BOX' 6 = EL: 23.0 INV i 25, - I INV. 21 .25 EXI-STInG-T000-GAL - SE-P TANK NOTES: 1) CONTRACTOR SHALL VERIFY ALL. EXISTING GAS BAFFLE TO BE INSTALLED PIPE INVERTS PRIOR TO CONSTRUCTION avc=Na 00 sac 9" MIN. OUTLET TEE AS MANUFACTURED BY 2) D-BOX SHALL BE SET LEVEL AND TRUE TO RLIMFAaMC PER TITLE 5 TUF-TITE, ZABEL, OR EQUAL GRADE ON A MECHANICALL COMPACTED SIX BREAKOUT EL. = 20.55 INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) INV. ELEV.=19.75 3) INSTALL INLET & OUTLET TEES AS REQUIRED' J74•_ I_IA' » SEPTIC SYSTEM PROFILE °°' W" '�° INVERT 30.5 BOTTOM EL.= 17.75 L-43" 52" 8• CUL TEC RECHARGER 330 SEPARATION 8.07 FT. I' 148" - SOIL ABSORPTION SYSTEM ABSORPTION SYSTEM (SECTION) BOTTOM OF TH-2 EL: 9.68 USE H-10 LOADED COMPONENTS MODEL 330 R STAND ALONE MODEL 330 1 INTERMEDIATE SMALL RIB I LARGE RIB SMALL RIB LARGE RIB DESIGN CRITERIA " OF SOIL LOGS NUMBER OF BEDROOMS: 3 BEDROOM 5 SOIL TEXTURAL CLASS: CLASS I o 1RR N MODEL 330 S STARTER MODEL 330 E END DATE: JUNE 6, 2007 DESIGN PERCOLATION RATE: <2 MIN/IN R SMALL RIB LARGE RIB SMALL RIB LARGE RIB ` SOIL EVALUATOR: DARREN MEYER, R.S., CSE DAILY FLOW: 110 G.P.D. 0. 1140 -61 t Al WITNESS: DONNA MIORANDI, BARNS B.O.H. DESIGN FLOW: 330 G.P.D. 51 6" DIA. INSPECTION PORI GARBAGE GRINDER: NO NITAR�P� LEACHING AREA REQUIRED: (330) = 445.94 S.F. � .74 TRAM TO ACCEPT HVLV USE THREE (3) CULTEC RECHARGER 330 UNITS (H10 LOADING) CONK Elev. TH-1 Depth Elev. TH-2 Depth FEED CONNECTOR 7 5 22.75 0• 23.68 0. WITH 4 FT. STONE ON ALL SIDES: 25 L x 12.33 W x 2, D 4" DIA. AVAILABLE A LOAMY SAND N STANDARD DUTY .25' 10YR 3/2 EMPTY POOL BOTTOM AREA: 25 x 12.33 = 308.25 SF 22.0 9" ONLY. B LOAMY SAND 15.23 C1 tD1" SIDE AREA: (25 + 12.33) X 2 X 2 = 149.32 SF • toYR 5/6 TOTAL SQUARE FEET PROVIDED = 457.57 vs 445.94 REQ'D 3 .5" 19.7s 36" „ Z» C1? MEDIUM TOTAL G.P.D. PROVIDED: 457.57 (0.74) = 338 gpd vs. 330 gpd required 24 .J SAND 52" SMALL RIB LARGE RlB 2O. � MEDIUM 2.5Y6/a P SAND . PROPOSED SEPTIC SYSTEM UPGRADE PLAN � ,8.25 CULTEC RECHARCER.J30 CHAMBER STORAGE a 7.459 CF/F'T 2.5Y6/4 42 POINT LANE, HYANNIS, MA ALL RECHARGER JJOHD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIFE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER.CULTEC, Inc. PH. (203) 775-4416 TM CULTEC ContactotO and Recharge/+® Prepared for: Paul Wasilewski P.O. BOX 280 PH: (800) 4-CUL TEC Plastic Septic and Stormwater Chambers 11.75 132" 9.68 168" Engineering by: Surveying by: SCALE DRAWN JOB. NO. FX. (203) 775-1462 DARRENM,MEYER,R.S. Eco-Tecb Enrimmmeatal . N:T.S. DMM 878 Federal Road DATE SCALE File Name ao Boxsef (508) 364-0894 WWW.CUIteC.COm PERC RATE <2 MIN/IN. (Cl" HORIZON) EAST SANDWICH,MA 02537 DATE CHECKED SHEET NO. Brooeld CT06804 USA cucrtec xxxxx N/S LUIS NO GROUNDWATER OBSERVED 508-362-2922 06/16/07 DMM 2 Of 2