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HomeMy WebLinkAbout0109 TOWER HILL ROAD - Health 109 Tower Hill:Road Osterville _ _ F A = 117 - 068 TOWN OF BARNSTABLE LOCATION 103 T,LOQ, kL�'� �(T SEWAGE# 2® 1 Q - O VILLAGE 0541n21 L ASSESSOR'S MAP&PARCEL M 7 - (fib F INSTALLER'S NAME&PHONE NO. C W.,9W1 d,4 SEPTIC TANK CAPACITY IS Ou V+it o LEACHING FACILITY:(type) 0Z) 1 1p 142U (size) 66 3 X NO.OF BEDROOMS J OWNER rL, 2 h1K &1160 MJi PERMIT DATE: �.l2�I 10 COMPLIANCE DATE: 310%I Z® �0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 41,4 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) 1 _ Feet �Q�w�c�FURNISHED BY C -0— C/O � + aa .9 + BZ �2 a4.I _ 133 A3 34, o 2 ay_ �z,® r � s L Fee No. Q� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:1 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(pprication for �Diooal *p5tem Construction permit , Application for a Permit to Construct( ) Repair(v� Upgrade( ) Abandon( ) ) Complete System ❑Individual Components Location Address or Lot No. �� /:JW7 e 0 k L I j /moo Owner's Name,Addres ,an�I C S Vvv'k U a(p S �i.. Iipe..tC^ l��MtCU }(v.S"f Assessor's Map/Parcel 1 �OIDXY') Installer's Name,Address,and Tel.No., Designer's Name,Address and Tel.No. .f'vf `(77 3 t 3 usai /L• P�,k ,) C. iZ we v C&Oss ft l 12a) ' ' �e f dc- mh Type of Building: 2 Uate yY Dwelling No.of Bedrooms J Lot Size �j 1 t-( sq.ft. Garbage Grinder ( ) Other Type of Building YLQ S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-S y gpd Design flow.provided gpd Plan Date I L) Number of sheets Revision Date Title Size of Septic Tank op \i to Type of S.A.S. ((Z� �Q C C I-4 Z-0 Description of Soil $eA Att.c Svv` OQ c ' h�-�cGQ� f l--a?d1ve�7�/ Nature of Repairs or Alterations Answer when applicable)P ( pP ) AA 4 IT 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 Boarjalth . Signed Date Application Approved by Date — .? 3 /0 Application Disapproved by: Date for the following reasons Permit No. 2� 0 j Date Issued 2 `2,3—1O r.. S� �,'""`� .,, -,�3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: --�. PUBLIC..HEALTH DIVISION�".TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for.Piogfsal-6p,5tem Coumruction 'Permit Application for a Permit to ConstruallkN Repair(v Upgrade( ) Abandon( ) LX1 Complete System ❑Individual Components t Location Address or Lot No. /a f _/� l�l /ZOO Owner's Name,Addres ,and Tel.No. vvvl' . 6a Co b S" 5/t�-/t l E { A M t C U MS+ Assessor's Map/Parcel; 1 _ (.-1olX)k �1-� r lrl Y 0-�E� \•r.t,5 Installer's-Name,Address,and Tel.No., Designer's Name,Address and Tel.No. (l6y,-QU„eJ� Sc�S 4Zg 4C,a& �4 wudlGtS 1(1Sa1 2 �w1 Cp d2SC�Z 1Z wpC1' cIUSS fie \ �� dr,r4;R [�e (c (A" Type of Building: 2 p a 3 y y Dwelling No.of Bedrooms Lot Size 1�j.9 1 y sq. ft. Garbage Grinder ( ) Other Type of Building 12 Q S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2-S 0 gpd Design flow provided gpd Plan Date pl 1 Q ` 1 Number of sheets Revision Date Title Size of Septic Tank A S O y Type of S.A.S. ( t Z� I\ Q C \-�-C_ 14 Z U Description of Soil $e2 tt- su, l 1 OR r�i a r /1 -a d-i Nature of Repairs or Alterations(Answer when applicable) Date'last inspected: Agreement: ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in W accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board-o alth Signed Date Application Approved by I Q Date '1 - �2 Application Disapproved by: Date ; for the following reasons Permit No. @ ,U 0 S Date issued ?- .23- /y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site.Sewage Disposal System Constructed ( ) Repaired (r/) Upgraded ( ) Abandoned( )by e, le,4 ()A(S P S at 0 r t j12 \� r has been constructed in accordance with the provisi ns of Title 5 and the for Disposal,System Construction Permit No. 20I D —OS'.:. dated 2-,2?-/.p Installer 6 ?1 w i 0 ��, 4"12rI S-e J Designer rvt 'k CA.. #bedrooms �� Approved design flovkA gpd The issuance of thisre 'it shall not be construed as a guarantee that the system will f nct.(o) as desi ned. Date �0 Inspector • No. d0f0 -� �"^�- -------------.-----------.—.---.r.— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mi$pofsal 6pfstem Cougtruction Permit Permission is hereby granted to Construct ( ) Repair (✓) Upgrade ( ) Abandon (G r) System located at /0 9 ­7d w P,r ��r �/ �2 d and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thi perrn't. Date !��//y Approved by f 03/08/2010 18:23 5084775313 ENGINEERING WORKS PAGE 01 'down of Barnstable Regulatory Services Thomas F.Geller,Director MAINRL i Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 office: 508-8624644 Fax, 508-79"304 Date: . g l 0 Sewage Permit# ZO to oS Z. Assessor's Map/Parcel 11 ©(0 9 Installer&Desilsner CertilfeatiQgform )Designer. „nee rmS LAJ' vLA4 , It'C. . Installer: Address: T- W, Cre a 1-J-c 1 C( Address: tf ^Q -- ��e �, �L T-fe 2 On Z 5 Z010 �bL "-Cj Su was issued a permit to install a (date (installer) ,f1 septic system at� �s f 1,. 1I1 y`� &S+ based on a design drawn by ( ess) ��eCT—. M C�v�t-c.� �', E • dated ( ewpar) X 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. Stripout (if required) was inspected and the soils were found satisfactory. T certify that the septic system referenced above was installed with ma or changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic systems) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)was inspected and the soils were found satisfactory. 1N OF MgS�yG $ PETER T. �,,, I®r's i turE) McENTEE y CIVIL No.35109 7 yO cc01 (Designer's Signature) PI,EASE RETURN TO B STAB E EMLJC TA MUS N T BE F� B-U=VAM RECE&WT y:\ofF=fonm\41 air muertification formA e I __� Town of Barnstable P# 3 Department of Regulatory Services . MUM : Publi.c Health Division Date t6yq. �e� 200 Main Street,Hyannis MA 02601 , Date Scheduled L6 b Time Fee Pd. 0� f � . Soil Suitability Assessment for Sew ge isposal Performed By: Pe `� o LC ���'�e U �� Witnessed B �U e -' �1 y LOCATION,&GENERAL. 4)1R AT�O.N Location Address 1/)O► Owners Name V O/$ fV( � (n 1. Address '7�• , /V„( Assessor's Map/Parcel:. I _ Q Engineer's Name NEW.CONSTRUCTION REPAIR Telephone# Land Use S'^ J` Zn Slopes(%). 2— Surface Stones )tJ/ Distances from: Open Water Body _21 1 Szi ft Possible Wet Area>(S U ft Drinking Water Well 2!(.SU ft Drainage Way ft Property Line ft. Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) t i Parent material(geologic)c/et c(,:(-/ y C�:� �'a i Depth to Bedrock Depth to Groundwater: Standing Water in Hole: !N/A Weeping from Pit Fact, -� /3 2 Estimated Seasonal High Groundwater DETERMINATION FOR SEA5ONAL.MGHIWA E.R,.TAtLE. .; Method Used: Depth Observed standing in obs.hole: in. Depth to Boll mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft- Index Well# Reading Date: Index Well level Adj.factor Adj,groundwater Level I�E'I CI LAT Olh1"-E+ST <. Observation i Hole#` Time at 9" Depth of Perc -`-6 Time at 6" Start Pre-soak Time.Q Time(9"-6") 3 End Pre-soak Rate Min./Inch 2 Site Suitability Assessment: Site Passed�_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- "*If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division.at least o�e(1)week prior twbeginning. Q:\SEPTIC\PERCFORM,,DOC DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel r2s7F Z^ 2 �s z �r3 DEEP OBSERVATION HOLE':LOG, Hole# De th from P Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel o-G 5� � I Y 3 _S S DEEP OB"SERVATTON HOLKL OG Hole Depth fr om om Soil Horiz on Soil Texture Soil Color Soil Surface ' Other (in.) (USDA) (Munsell) MottlingStructure Stones B( Bould ers. Consistency.%Gravel DEEP OBSERVATION HOLE:LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) s Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No / Yes Within 160 year flood boundary No- Yes Dhpth of Naturallw 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? �S . If not,what is the depth of naturally occurring pervious material? Certification '/ '��� I certify'that on (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 traini 'expertise and experience described in 310 CMR 15.017. Signature ' Date 1.6 ' Q:\SEPTIC\PERCFORM.DOC ,I TOWN OF BARNSTABLE LOCATION t A Ir)W-eA kM I?Q __—SEWAGE# 2 O 1® - O 5�- VILLAGE ()S41 A V1 � __ASSESSOR'S MAP&PARCEL- 1 7 - (fib INSTALLER'S NAME&PHONE NO. c:y PWl�� �n y2F 11029 SEPTIC TANK CAPACITY S vu l t M2v LEACHING FACILITY:(type) (12� If{Ql�l to (size) X NO.OF BEDROOMS l J OWNER ��.�tC- 2 /L h�X- �� PERMIT DATE: a l z I-,JO t© COMPLIANCE DATE: 31 o%I Z o 4O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4/ ! Feet Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within Feet 300 feet of-leaching facility) FURNISHED BY JA JS C/o as,9 Bz a f,0 A 3 LZ y c, p I ' q s KITCHEN I BSMT ACCESS PWDR RM BELOW TO BE COVERED OR INFILLED CLOSET , BENCH -- UP ------------- (7 WALK-IN CLOSET � CLOSET z W ------------- MASTER BATH U UP LIVING ROOM i ----- -- ---- MASTER BEDROOM OFFICE q I I I I I I 16._6" I PROPOSED FIRST FLOOR PLAN 1 'f 1 Y �4 y NV Id b00-13 GN003S a3SOdM:ld I I � I'I IIVMjYI3NN I MOQNIM -- I DNuslx3 I r _—_—_ I� — — __+---------------- a` Y V3aV aoolA JS ssz IVNOI.LI00V 3NIl JNIll3�.9 L i I I I 1IM13NI l�S I i I I I N: r 1 12 _ _ I I _ TL II 1 U 20 - - - I I I i i I I . ❑ _�._ '71 I U I . l I ML, ' - - rJ PROPOSED FRONT ELEVATION [t � I I I I I ❑ I I I i I I I, I I I I ICI i I i Tv PROPOSED RIGHT ELEVATION fl� L V °.V LEGEND a r' o- N co -- gg -- EXISTING CONTOUR 0 o ' F � - x 100.98 EXISTING SPOT GRADE �0 a 1 62 Street PROPOSED CONTOUR South c1 + 0 .%4 7 /-/ {qf OVERHEAD WIRES Benchmark Set o W EXISTING WATER SERVICE LOCUSzz g Outside Cor./Conc. Lndg. TEST PIT = a EL.=102.34 (Assumed) e�ce i� �` BENCHMARK 3 Main St cp. Ckf 102,56� �, �1 m o ° wionn 3 Rd Av -o + 10 84 t e 10 .45 o ��\ ` LOCUS MAP 1� _ NOT TO SCALE• N6O�6 r __. + 102,57 T02.81 --1 I ' 102.7 7 30' _ 2.a' + - �' 1 GENERAL NOTES: CH_E2- N •��� • ' ' • . • • • • • • RE� �!TP-2 �. - 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 103,28 edge of clearing �- '1'02,55 _�_ _ 1 s BOARD OF HEALTH AND THE DESIGN ENGINEER. ' - _ 02.61 � S %$ �'• __rr -� E�C I 2 aF, ��' v 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS /+ 102,97 102.35 102. 6 V r1 �� )r Y^'1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �,- + - xG2 v�� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: �> N -310 CMR 15.405(1)(b): e G3 � 2' PROPOSED �;v '+ 1) A 2' variance to the 3' maximum cover requirement for 5' of 4 SEPTIC,, " -- ---------- VENT Ct� L3 max. cover. S.A.S. shall be vented and rated H-20. +'102,79 TANK' -:.-f✓ 01,19 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DECK + 1 2,25 ,/ O O ice y'� `$I�' TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 102.63 e k, -- '' 8,99 OF 4/is3 DESIGN ENGINEER. 'F ,� a pd ,S,9 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING /� + FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ST 102.45 r�i CES ❑L �_y�1-00� a. o PETER T. ENGINEER BEFORE CONSTRUCTION CONTINUES. 102.63 + 102.21 1 ,� f MCENTEE 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 102.57 EXISTING 101.72 �} 109' CIVIL HOUSE (#109) 101,10 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF j i� o. 35109 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF + T.O.F.=103.53E HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 97.16 FFS 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. APN 117-068 o 9-9-8��. � /•.,� i' � u 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 13,914 S.F.t '� + goo,-''o�� ° �kEXISTING CESSPOOL 11 l0.` l� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS PO \ �� p� Z` AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE - - 162-_-____- far 101.52 (,Pv pER 9t "t L 56,4�) / �� 4'lNV.0N)=98.3f DIRECTED BY THE APPROVING AUTHORITIES. 6'. 98,18 TO BE PUMPED, FILLED. W/ O CBN p +' ��� 96.64 t SAND & ABANDONED 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY `L 101,66 �' O. Q< ^ �/ 100J1 �\ �1 ti Gj THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �u'p,, PAVED �\ , exec �( CONSTRUCTION. �\ ' DRIVEWAY`1 4 ` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 101,41 �' Q�. / IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �p 101,75 111v�0 5 '� �l 96,46 9 a� �(� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). + 1' 98.26 i �e '1 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. + 97 65 CBN 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 96.31 t' IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 0 100.05 o,� O� 109 TOWER HILL ROAD, OSTERVI LLE, MA C�' Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 33"rz OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. 99,17 1 ".23 97.06 SARAH ELIZABETH AMICO TRS 1"=20' P.T.M. 114-10 g Engineering Works, Inc. GOLDING FAMILY REALTY TRUST 9 9 97.68 109 TOWER HILL ROAD 12 West.Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 2/19/10 P.T.M. 1 Of 2 t k NOTE: TO PREVENT BREAKOUT, THE PROPOSED +� FINISH GRADE SHALL NOT BE LESS THAN �'�30__- 2.8' EL.=97.8 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. _ - �► SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. g0 3 -----TR _�H2.8 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT VENT T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EXISTING F.G. EL.=101.7E F.G. EL: 102.3t F.G. EL: 102.8(MAX.) 49.5 7g.5' ff MAINTAIN 27 GRADE (MIN.) OVER S.A.S. DECK ^/ 1�� INSPECTION L = 16' ' L — 11' L = 10'(MAX) PORT ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 10 1 t4„ 6' 10.38" TO INVERT EX/STING INV.=98.00 48" LIQUID i I HOUSE (#109) LEVEL ADD INV.=97.37 '-' 2 ROWS OF 6 UNITS AT 5.0'/UNIT)= 30' T.O.F.=103.53E cAs DAPPLE INV.=97.64 PROPOSED INV.=97.47 INV.=97.75 D-1310 SOIL ABSORPTION SYSTEM (PROFILE) ESTABLISH VEGETATIVE COVER FL PROPOSED SEPTIC TANK BACKFILL WITH CLEAN NATIVE OR GE TIE IN TO EXISTING 4" SEWER PERC SAND TO TOP OF CHAMBERS w���R S.A.S.LAYOUT AT, OR ABOVE, INV.=98.30 4' (3) 5" DIA OUTLETS 15.5" NOTES: TOP EL.=97.83 �z• 1) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND TRUE INV. EL.=97.37 TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 1z" STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM EL.=96.50 115.5' INLET & OUTLET TEES AS REQUIRED. 2,83' 2.83' '� 6" t e" 2) INSTALL 5' MIN. ABOVE BOTTOM OF 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. 5.7 Top View H-10 LOADING Section 2' AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. EXISTING SUITABLE 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE NO G.W., EL=91.5 (TP-1) = MATERIAL INVERTS PRIOR TO CONSTRUCTION. USE 2 ROWS OF 6—ADS Arc 36HC UNITS SEPTIC SYSTEM PROFILE IN TRENCH CONFIGURATION WITH NO STONE 63.25" TYPICAL SECTION N.T.S. 16" DESIGN CRITERIA SOIL LOG 34.5" 1 . DATE: FEBRUARY 16, 2010 (REF#12,843) NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON R.S. xt HEALTH AGENT DESIGN PERCOLATION RATE: <5 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH TOP VIEW DAILY FLOW: 330 G.P.D. 102.5 0" 102.8 0" 60" A A END CAP END CAP DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM FRONT VIEW SIDE VIEW o GARBAGE GRINDER: NO 102 2 10YR 4/2 4„ 102.3 10YR 4/2 6„ END CAP B B REAR/TOP VIEW LEACHING AREA REQUIRED: (330) = 445.9 S.F. LOAMY SAND LOAMY SAND NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW 10YR 5/8 10YR 5/8 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY .74 99.8 C1 32 C1 100.0 34" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 34" 48" 4640 TRUEMAN BLVD PROPOSED D—BOX:: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PERC 60" gpygqCED DRAINAGE SYSTEMS.INC.PERC ®HILLIARD, OHIO 43026 UNIATS MU36HST BE STAMPE DETAI HL20 ak USE 2 ROWS OF 6—ADS Arc 36HC UNITS IN FINE SAND FINE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN TRENCH CONFIGURATION WITH NO STONE 2.5Y 7/3 2.5Y 7/3 109 TOWER HILL ROAD, OSTERVILLE, MA (GENERAL USE APPROVAL FOR 7.80 SF/LF IN TRENCH CONFIGUATION) Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 2 x 30' TRENCHES = 60' 60' x 7.80 SF/LF = 468 SF 91.5 132" 91.8 _ 132" Engineering by: SCALE P.T.M. DESIGN FLOW PROVIDED: 0.74(468.0 S.F.) = 346.3 G.P.D. PERC RATE <2 MIN/IN. ("Cl" HORIZON) Engineering Works, Inc. NTS114-10 NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 2/19/10 P.T.M. 2 Of 2