Loading...
HomeMy WebLinkAbout0022 STURBRIDGE DRIVE - Health 22 Sturbridge Drive )sterville U A= 166 029 TOWN OF BARNSTABLE C, LOCATION e-1 SEWAGE # -7 O d 2-— a VILLAGE d S�-e c. V�//e _ ASSESSOR'S MAP & LOT/ Z INSTALLER'S NAME&PHONE NO(Z d 6,..n 2 SEPTIC TANK CAPACITY �O t�' .a LEACHING FACII-ITY: (type)(fG/fe ri (size) NO. OF BEDROOMS BUILDER OR-OWNER _ a ion / y r7 f,6 U PERMITDATE: COMPLIANCE DATE: 1/ 116 2, 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 Ching facility) Feet Furnished by �c i e i -73 Z 3 ' 50 F } «s i ; > No. ! Fee w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprfcation for 30i.5pool bpetem Construction Permit Application for a Permit to Construct(VfRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. . d rY7 .Q • � Owner's Name,Address and Tel.No.• ZZ A Assessor's Map/Parcel ' O " s ate• r � Installer's Name,Address,and Tel.No. ' F:d 4 Designer's Name,Address and Tel.No. /Z T; h , .-- , � , a T� C5 2z,3 3 9 . /45 Al< C.(?-1 Type of Building: Dwelling No.of Bedrooms Lot Size/Z.03/ sq.ft. Garbage Grinder(Y) Other Type of Buildings -e- 4- -No.of Persons � Showers(-Z-) Cafeteria( ) Other Fixtures Design Flow 01D 4�5 gallons per day. Calculated daily flow gallons. Plan Date // / Number of sheets Revision Date Title i7�yCJJ Size of Septic Tank / S 0 0 G 6 • Type of S.A.S. e-�; 0 C'A)e.Y.6 Description of Soil /65.T elj'+,,n ✓ /h G h / Z "4, . Cl / / 7`-a is e— Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees*.o ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o mental Code and not to place the"ystem in operation until a Certifi- cate of Compliance has been issued is Board of Hea Signed - Date/ , Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued CAI N _ Fee _. I. �' Entered in corn�ete�" THE COMMONWEALTH OF MASAHUSETTS Yes UBLIC HEALTH DIVISION -„TOWN OE BARNSTABLE,. MASSACHUSETt'S j 3. ficat on-for Big Y opal stem Conahiction Permit Application for a Permit to Construct )Rep Upgrade{ )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components . Location Address or Lot No. Owner's Name,Address and Tel.No.• ZZ ��•G.�. IB'�c.,/,f�,.. Q iL..• /'Y7 A . Imo- i r-� /*-7 i�•�♦ �Ao 4. /�•'� n.o..S�!7-� Assessor's Map/Parcel !/ „ "' s�,• �'' ,/ '#4- -44- 7 -Z • 1''! 6P /Co �O lbo G. Z "Z '7 N • o -7 Installer's Name,Address,and Tel.No: j;�:d y,c� Designer's Name,Address and Tel.No. �'/Z b n Sx.� �, h .-, /'�� c c O �—ice_ •�S a.23) /5 ,C S. q-- /V Type of Building: t/ Dwelling No.of Bedrooms T + Lot Sized D3/ "sq.ft. Garbage Grinder( i ) Other Type of Building5�r /e -No.of Persons Z- Showers(Z) Cafeteria( ) Other Fixtures a "Design Flow 1' 1 gallons per day. Calculated daily flow gallons. '` 1 ~ Plan Date // /S • 9 Number of sheets 2—Revision Date Title Size of Septic Tank b / Type of S.A.S. .i¢ 3.� o Cho .6-•— (n /V i S,ca•>, ¢ T.dt S , Z c t e 3-3 /LA Description of Soil /6s s' / Z A-In / Z '4. , r/ /5 � R- c . /d • Z / • 99 . -.5 r c./ yc ,r,. : oaf . 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 Certifi- cate of Compliance has been issued hy-�oard-of-Hea/lth. "Signed Date !• Z o ? , Application Approved by 1. _� �, ��1_ �. 1 �/ Date Application Disapproved for the following reasons � t Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that he On-site Sewage Disposal System Constructedv )Repaired( )Upgraded( ) Abandoned( )by at Q u, C1 o(c'a i� V1 ! t has been constructedr;in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2,L CK dated r Installer Designer The issuance of s p m shall not be construed as a guarantee that the systeftwill fu ti�as designedDate ( 1 O Zo ) Inspector -V � - J - No. ��� � � J' Fee THE COMMONWEALTH OF MASSACHUSETTS-"-__ __"___ PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwiopoal *pgtem Cougtruction Permit Permission is hereby granted to Construct 011)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 completed within three years of the date of this peimit. 1 + Date: / Approved by ~ s�. f TOWN OF BARNSTABLE LOCATION . '� f r� ic3�a tP ,� . .SEWAGE # 7 O d Z—— a / VILLAGE 5 li/// ASSESSOR'S MAP & LOT/ INSTALLER'S NAME&PHONE NO le— C,C_r a .� SEPTIC TANK CAPACITY �d( �' .a //d r� . LEACHING FACILITY: (type)CG/fie k C A,* o' (size) NO. OF BEDROOMS BUILDER OR OWNER /g— O �"� /' Q 7 -74 A . PERMITDATE: ' -Z 'd -Z 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 i Furnished by 6 i<—C- / . j I tdC S j i 4 i , /9 v> Z V, 3 DRAFT 12-18-01 CERTIFICATION OF COMMON OWNERSHIP AND CONTROL I 1 N' hereby Y certif and state that I do not own and/or control,nor do I h ve any beneficial or legal interest in any real property that is contiguous to or within the same subdivision as the lot or lots that are the subject of this subsurface wastewater discharge application. I agree to notify the Board of Health in.the event that I acquire ownership and/or control or any beneficial or legal interest in any real property that is contiguous to or within the same subdivision as the lot or lots which are the subject of this subsurface wastewater discharge application. Signed under the pains and penalties of perjury: RI,D 0 T Lt me Signature to g D Ament of Health,Safety,and Environment ervices �,►+e, Public Health Division Date 367 Main Street,Hyannis MA 02601 eARNSTAeue 22 O�En►wAy" Date Scheduled 9 :Time ICD — Fee Pd.. Y 'Soil.Suitability Assessment for Sewage Disposal Performed By: F/A' _Tc-a '4 L-r--f �' Ike_ WitnesSedBy. QA-"D I' - LgCA -10 &;GENERAL:II�TF01M.1 . '�4N Location Address # Owner's Name 1)A i-i 1 • H A a Q iN[-Te)1-+ oS-=ejILLF--, AAA..0'Z5 MA2+Otir HARRit,�rr�ti Address �#� srv¢I3E�O�a OR vC �STE-¢v+LL , An A , O�Lre 5-5 Assessor's Map/Parcel: 1 c-ro! 29 Engineer's Name . (3A x T= 4 e- NEW CONSTRUCTION . ✓ REPAIR Telephone# 4-10 - 9 1 Land Use ae_sf De;-,°n K L_ Slopes(°/a) o - 3 Surface Stones Distances from: Open Water Body. h-+ R ft Possible Wet Area +- A ft-: Drinking Water Well . r <�1 "'¢ Drainage Way "A ft Pioperty Line `» � ft ' Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests;locate wetlands in proximity to holes) _ 4 L_ - �ajsl -r�a A L 4. 1 { LaT -72: v 71 �..� � Gcd 3 s m C1 k h N Depth. 6 '� + Parent material(geologic) Q /. Dept .to Bedrock 3 Depth to Groundwater:.Standing Water in Hole." NONE Weeping from Pit Face Estimated Seasonal High Groundwater 'wtiP. 4CC 9, P­C) a L L DETERMINATION FOR SEASONAL ItII WATER TABT�E Method Used Depth Observed standing in obs.hole: '' IA in. Depth to soil mottles- in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment 8: Index Well# Reading Date:, _:_:' Index Well level Ad.I':factor _ _ Adj.Groundwater Level__. PERCOLATION TEST bate { T►me 1 ;3a Observation ! Hole# t. ` Time at� ';! i o;45 Depth of Perc :2 Mr-P Time at f a 4� Start Pre soak.Time r* I a 4a Time(9'-6") i-./A End Pre-soak. lo:.4,5 '^ r Rate Min./Inch CQ:n +,,. Site Suitability Assessment: Site Passed ✓ Site.Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant DEEP;OIiSERYATION HdL L0 Hole#; I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) .,_.I f•l _ E r., I ... ;, .I.Q—1 l)- S I2�. F-1c7h!L. 5!t-1l lE 2 12-A it l - - 70 11a. C. C ,Sr 10�rR•G�=4 Lie�r,il 9!Nl.aLeGP-�w, 1.06SG., DEEP OBSERVATION HOLE LOG Hale# 2 Depth from Soil Horizon Soil Texture Soil Color Soil` Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consiste c %Gravel) DEEP OBSF"VATIOht HOLE LOC Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C n ' °o ,r DEEP OBSERVATION HOLE LOG Hote# Depth from Soil horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) " (Munsell) Mottling (Structure,Stones,Boulderes. on i f c %Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes 2s000l o ` 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 material exist.in all areas observed throughout the area proposed for the soil absorption system? ti If not, what is the depth of naturally.occurring pervious material? .1 Certification I certify that on _ q S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistentwith the required training,expertise and experience described in310 CMR 15.017: >,. ��t .. Date t Signatur�' .. z BAX TER & NYE, Evc. Professional Land Surveyors and Civil`Engineers 812 Main Street•Osterville, MA 02655 Tel (508)428-9131 Fax:(508) 428-3750 WILLIAM C. NYE, R.P.L.S. President STEPHEN A:�WILSON, P.E:,Vice President- Engineering RICHARD A. BAXTER, R.P.L..S.,Vice President JOHN R.ELLIS, R.P.L S. October.21, 1999 Mrs. Marion Harrington 6 Sturbridge Drive Osterville, MA., 02655 Re: Lot 72, at corner Sturbridge Drive & Newport Lane; Osterville P-9566 Dear Mrs. Harrington. This is to. inform you that.on October 2t 1999 two deep test holes•lwere dug and , a percolation test performed'on the reference lot. The test were witnessed by Donna Miorandi, Agent for the Town of Barnstable Board of Health. Based upon current regulations- the test showed that where the soil was tested it was acceptable for the installation of a subsurface sewage disposal.system A copy of.the soil test form is enclosed for your records, Very truly.yours,:.., IR. Ellis, PLS , r &; Nye, Inc:• copy: Clifford Dow DonnaMiorandi,'Town of Barnstable Board of Health MEMBERS OF CAPE.COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN.CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS SWt4 .I t•' , y � ; Ira bTiAnPe44• O . � ,.P� �,• 6EDQOOM j vc-tYiEt:7Kacx :<< 10 i:o i ,z:� ,a;b can IN6UL. rri . �� meet+- vo•rr � • .�Ar-r.q nLYMtmt• �t' a .s- I o. ilastac C+Mbm 4:0' ! 1::0• f or ii:6+r.61Al.1. w.O'� ,:p'. ZO�2:0; SO- 1 11 i( SEr-Oh Z FLOOQ PLA04 . SELTIOI14 6-14 8. . A. D �_ ,f�l Y AL6Ar.F•A6T O - _ e: w a 44 rat. ftvvAob Le .9. n .ti..t . ' - �i'.DM.tO6Y•Ni .1 . .. .! �tj .. �J4R17.L1bFIGA /i �4 N.4 ?.M :t•ti- cttgnpnt O 2000 .attmr► S►ac w� n ttq/lts ed I 1 A t u do I9.0 • 1 as<o' /a:u . . ts..:o - 'SECTIO/sA A-A ! t FIRST_F_-00C P_LAM "n Mt x LLJL V LO LO I W J Qo - - - - - - - - - - - - - L- — - - — — — — — — — - - — — — — — — — — — :- - — — — — — — — i L N co LL 18 8 � 2668 2668 co r - 12'-101'8"--------- 1 .. �L - —'-- - 11'-5 3/8"----------- coPlay Rlm pd II Unfinished StorageCV LL � No 3068 -- - - -3` CN tting Area - - - - - - - - - - - [- ---- ----- - -------- ---. . m Z I Y Game cn UP r i cr 2668 �* U - - - - - - - - - - - - — — --- - — — sozii c:,i{ - O N - - --- - - — — — — — - - - - V 3 - - - - - - - - - - - - - - - - - - - - - --�� W L!J E � 2 ao �. Basement": P 00 Q Q W (DCo U w EXISTING FLOOR JOISTS Drywall Finished Ceiling Smooth Sofits to cover exposed pipes �. W V L0 L w � o Typical Int. Wall Construction -- 2x4 16 o.c. Q -- 3.5" Fiberglass Insul. Kraft Faced W LL• -- 1/2' Drywall Carpet on pad flooring Z 06 U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� LL ENO BASEMENT CROSS SECTION No Structural Changes SCALE: 1/2" = 1' - 0" 30Q a0 .... ... u3W 30 3W 3040 . 3040 3040 304 7 Half Bpth i '_aun,dr-,, - _ E— R. -- - V (n Line Rm 4�, s. p,,l ge UL .. ..., 28882658 H r_yI' r p O I CD I ? + Living Rm. ! il:aster Bed Rrri W M W = 00 3W304 3W �'9 +"'v r 33W 3040 3088 3040 3043 Uj .��a E,,.d-A €AE:�b,J Y 1 f F.SMI X..» "'°.s! &..s (D U No ChangeCn SCALE: 1/8,1 -- 1 -0 W I R( AI F- 1/R,, c 1'- nt wwer tv Bay LOG OF SOIL EVALUATION �� co� : o a �� � W J- DATE: 10-21-1999 AT 10:30 AM No. P - 9566 0 o �� � , ENGINEER: BAXTER & NYE, INC. (ELLIS) BOARD OF HEALTH: DONNA MIORANDI �•p © Q L EXCAVATOR: SHORELINE CONSTRUCTION V+ .0'Yt �• �' o'•��':b A e.. n Public ' \ FND EL 101.5 EL=101.7' TP 2 � Landing INSTALL RISERS AND COVERS TP #1 = TO WITHIN 6" OF FINISH GRADE # EL=101.3' . 1 � ! .. 3 FIG 101, i } EG/FG = 101.5' 8 CULTEC 330 Oi FOREST DEBRIS 0 EL=101.3' • '� °°` a RECHARGER CHAMBERS 0-7" EL=101.1' Oi FOREST DEBRIS �+ 1 98.5' E C.S. - 10YR 5/3 0-7" EL=100.7' CEO \ 1500-GAL OE n um "' _ \ 99.5' 7"-12" O EL=100.7' C.S. 10YR 5/3 j 99.3' 7"-12" EL=100.3' SEPTIC TANK ' OB C.S. - 10YR 6/6 Np 2-COMPARTMEN 99.1 96.5 s8.s OB C.S. N 10YR 6/6 LOCATION MAP 98.7 12 -30 EL=99.2 HYANNIS QUADRANGLE a' \ BEDDING A SCALE: 1:25,000 PER TITLE5 2_4 ASSESSORS 7 \ \ 4 OC C.S. 10YR 6/4 MAP 166 PARCEL 29 7 3 \ O C.S. 10YR 6/4 ZONES: I 30"-120" EL=91.7' AQUIFER PROTECTION OVERLAY DISTRICT 30"-120" EL=91.3' ZONING DISTRICT: RIC \ NO WATER MINIMUMS DEVELOPED PROFILES OF PROPOSED SEPTIC SYSTEM AREA = 43,560 S. F. \ Z \ NO WATER FRONTAGE = 20' WIDTH 100' \ NOT TO SCALE FRONT SETBACK = 20' SIDE SETBACK = 10' REAR SETBACK = 10' FLOOD ZONE C \ FIRM COMMUNITY PANEL \ i No. 250001 0018 D / REVISED: JULY 2, 1992 t- DATUM FOR THIS PLAN IS ASSUMED -+ / \ - FINISH GRADE a \ x M N COMPACTED FILL 3' MAXIMUM MAY BE REPLACED \ WITH INSITU MATERIAL - - _ 1/8" - 1/2" \ \ _ PEASTONE x IF ENCOUNTERED REMOVE .° \ o \ UNSUITABLE MATERIAL TO INSURE THE �. •• 3/4" - 1 1/2" REMOVE UNSUITABLE MATERIAL • p SIDEWALL AREA OF SYSTEM IS IN o •' c `. DOUBLE FOR 5-FEET IF APPLICABLE o \ CLEAN MEDIUM SAND OR FILL PER . ' , .' WASHED \ 310 CMR 15.201 - 15.293 STONE N ' ' °. ' : • CULTEC 330 • 7 4 \ 7 1 IRON PIN FND \ EL = 100.0' \ 46" 12'� 46" 5' ASSUMED 5' m � \ 22' r� \ CROSS-SECTION OF CHAMBER M \ J \ 99.8 NOT TO SCALE \ \ 98 \ 100. Y - � • � � .. DESIGN DATA x 101.0 rn 3 00 E SINGLE FAMILY - 4 BEDROOMS i N IS 4 '3 WITH GARBAGE GRINDER DAILY FLOW: 4 x 110 GPD = 440 GPD SEPTIC TANK = 440 GPD x 200% = 880 GPD \ USE 1500 GALLON - 2 COMPARTMENT SEPTIC TANK 1 102 i 3' - 2 2 \ N 99.5\ 97'7 #1: 880 GALLON MINIMUM - #2: 440 GALLON MINIMUM / � ,�. \ o CULTEC LEACHING CHAMBER DESIGN i 10 F,' / / E S E R v E 20 USE 8 CULTEC REHARGER 330 CHAMBERS W/4' STONE � � TP y „Y ' ., .,.'. : ::.' . 1 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED s' : •' WITH CAPPED ENDS � Irl 01.6 \\ \ USE 1 - 4" DISTRIBUTION LINE IN 8 RECHARGER UNITS �` .'. :; . :•.. .. o of ••..,.• ,., o oY IN A 12' x 53' WASHED STONE FIELD AS SHOWN DB APPLICATION AREA REQUIRED: S T No \ vZ 440 GPD - 0.74 GPD/SF = 595 SF + 50% = 892 SF x 00.3 2 x 00.6 SIDEWALL AREA = 65' x 2' x 2 = 260 SF �( 00.1 BOTTOM AREA = 53' x 12' = 636 SF x 101.3 01 3 25 \ \ TOTAL AREA = 896 SF \ z \ PERCOLATION RATE: </= 2 MIN /INCH 0 o, SOIL CLASS I \ 7 5 0. v OD o� PROPOSED SINGLE \ FAMILY DWELLING \ 06.8 g GAR AGE FND EL = 101.5' \ \\ x 1 7 \ CB/DH FND 100:� NOTES: \ L 0 T 72 99.6 x . No. 31373 B sh 1 27' 10 L. C. P/ ( � � � 96.5 PROPOSED PLOT PLAN WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER 12,031 Square Feet t �y aj h - - 0.28 Acrea t LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. p OPOSED ; 700 AT AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED \ DRIVEWAY I C m m v NOTIFICATION TO DIG SAFE (1-800-322-4844) AND \ 1. CB DH FND // 22 STURBRIDGE DRIVE APPROPRIATE WATER DISTRICT FOR LOCATION DATA. S 84.54'30 W 0.4 98.81 / THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE '3 OSTERVILLE, MASS. PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED 100.00 BY THIS PLAN. - _ __---- - 198.a R V E INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. - EDGE OF PA\)EMENT ^ D FOR v V D ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO I , R `3 R / MARION HARRINGTON VEHICULAR TRAFFIC TO BE H-20 LOADING S T _ FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR - SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS;IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE Q -- SCALE: 1" = 20' NOVEMBER 15, 1999 TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE _ - BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. BAXTER & NYE, INC. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. 812 MAIN STREET BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS OSTERVILLE, MASS., 02655 FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE (508)-428-9131 THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, _ 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. \ -'�(NOFt?j� GRAPHIC SCALE 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE ��{��^' S�9 PRIOR TO PLACING ON SITE. 'J 'TEE EN ,, zo o io zo 40 so TWO COMPARTMENT SEPTIC TANK REQUIRES TWO WEEKS LEAD TIME ai•T Y* I A�� I �n 0r tiro ; TO ORDER FROM SUPPLIER. it r`�•" �'� THE FIRST COMPARTMENT OF THE SEPTIC TANK SHALL BE SIZED FOR IN FEET ) A MINIMUM HYDRAULIC DETENTION TIME OF 48 HOURS BASED ON THE ' IG 1 inch = 20 ft. DESIGN FLOW; THE SECOND COMPARTMENT SHALL"$E SIZED FORA MINIMUM HYDRAULIC DETENTION TIME OF 24 HOURS `BASED ON THE ` + DESIGN FLOW IN ACCORDANCE WITH 310 CMR 15.224: MULTIPLEu'' ygZ L� ���% COMPARTMENT TANKS. TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK IS 1500 GALLONS AND THE SECOND TANK l I - 15 IS 1000 GALLONS AS PER 310 CMR 15.225. 99111 (SITE02.DWG) i