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HomeMy WebLinkAboutEngineered Plan - 2019. _ . I .1 ,, .�.1.� 1�... . .1 I ­ I II q.�I I I I� EI .. � �� :.,r.I'"..',.I *I %.. A" .2;:: :,.!, . I -�/I. . . � II . . II � I I I I.$ . . I. ._. flIr. . . � . I . .. �. �� � I . I . .I .I .. .I..�.E -.. . -I I �. \I I I.. �.I1= � � E.X 1� .� I I II. �-I II . I I.. .� I I . .I 1 . I�I.I I I . . I I . -I �� i .-,IQI , .I . I . CI�I. R�II Aj.... I.I. LG I.oI AI . ... I. . I I. . .. , I�� . �. I 11�. I. ..I I 1 I 1 1 � .. . .� I 1�� 1._ . Iz. I 1 . . 1. . )1 I� I I �� I.. I�� I1,I .�_.1- � . ,I ,... _�_I � 1.-.. -�1 � .I 1. I .). .I II 1 I "­ . -� \II I I I �.I �. _II .% . -I 1_�1 - .1I. . ./I F./I I;.. � /I . . I II /. I. I . . 1/� . 6/I -. � . f/� I �� .II .I1 I I I II II . .1.� 1 .I .. . - /M.I. . I. �.�...,.1I.1,I.'�. I���­1 SYSTEM PROFILE FLOOR PLANS BENCHMARK .I . II. . I II I.I1.-_11. ,, .I,. I � I I .,,. I� � . I- I 1- V`1 .I II >.- .�� 1\ 1 \. - .I�I . I N.� I 1I 1 I 1II1. 1. I� . �,I� I I- 1I I .�� I . I II �.I� I� I . I-.,./ I 0 SCA . . II I. N T TO LE . NC DOOR OF 2 SCH. 40 PVC II II II THRESHOLD OF REAR ENTRA E . , OFFICE. ELEVATION 12.60 NAVD 1988 = GTH SEE ATTACHED . L 78 FT. FlRST PIPE LEN r . TO BE SET LEVEL PROPOSED CENTER EL. -A . RISER TO WITHIN 6" f , �'' FINISH GRADE FOR MIN. 2 .TOP FOUNDATION E I I II �� � .I, I.. I �.�1 � .\. ;. � � = _ OF FINISHED GRAD I I� .. .I ..I . . \I � I . .I I II. I=� .I. I EI X.I I� 1I I � I II .1. �I . I � II .,� .� .I �I I. I .I I . I . . . EL. -12.2 12.7 . .PROPOSED . VENT � j PROPOSED S.A.S. _ 4 PVC SCH 40 _ REPLACE ORANGEBURG .. �' EL EX. r .:, _ „ 2, BENCHMARK p (3) 500 GALLON H-10 `/ p /� ( E S I PIPE WITH 4 SCH. 4 �4 Aftl AN CE REIIJ B RS TOP OF CHIPPEr V LEACHING CHAMBER TOP 9.73 CONCRETE CRAM E P C ., . , BOUND IN SIDE' __ _ _ _. _ - - 2.8 x ..41.5 -_ _ - 1 3 ) Q o Q o a Q n Q Q o ( _ __ - - f ELEV.=14.07 '•. O a n Q Q Q Q Q n Q TtTL 5 310 CMR _ 15.212 . I=8.90 aaoQonoQoa ,r . . • o a n n Q o o Q o o / 1=9.20 I=9.03 EU OF 5. BOT. ELEV 6.90 ,- 30 TO ALLOW THE BOTTOM OF THE LEACHING AREA TO BE 4 ABOVE GROUNDWATER IN LI i -EX 9 OUTLET, . D BOX 4.2 SEPARATION .. ` rr • REMOVE & DISPOSE ALL = WITH TEE 1.1 EX �' NG • ELEV 2.7 . EXISTING LEACHI � G 12 1 .r COMPONENTS WITHIN 5' OF / _...; . . 1.1 / . EST. HIGH GROUNDWATER . - PROPOSED... LEACHING FIELD s r _ ,� EXISTING SEPTIC TANKS � •: , EXISTING PUMP: CHAMBER � - .: ::• ,II . "I 0 GAL. LEACHING CH AM PER NOTE: 0 . . �1OF , .... NOT TO . SCALE AAs :::: •• VIDED IN THE TENCH OVER ALL PVC _ -�� ::... as 1. MAGNETIC REFLECTIVE TAPE SHALL BE PRO E�, :::•-. b DIA. KNOCKOUT TYP. .PIPING. � o - - ,.._-.-.v /- :• ( ) 1 ;ate -y._ 2. EXISTING 1,000 GALLON SEPTIC TANKS TO REMAIN I `r1 �� , �, f \ n:: 3. EXISTING 1,000 GALLON PUMP CHAMBER TO REMAIN $ LD =_.,.: 1. ONE ACCESS COVER PER 4. 0 CHANGE TO PUMP CIRCUITRY REQUIRED. 9 r ��� � /I, .. ::.- ;: r/`� - I� C] 0 CI � RAISED TO FINISH N �• 303 \ �� :: ....: C� 0 0 C� SYSTEM SHALL BE . z GRADE. .., � f� 0 ��-•..�. O C7 � Cl O C� i .. ! .. :_,.yam f>` PROPOSED 0 Z =�.- \ C� O = M ED 0 M M M 2. CHAMBERS SHALL BE H 10 ` / \1, �'r� `�'' �, DIST. BOX 500 GALLON LEACHING DRYWELL, i'~� _ o0 0o I�00 00 00 SOIL TEST PIT DATA - G \ ° _ � (DB 6) MANUFACTURED BY SHOREY OR. - �� � , 9 - N 0, / O ==D 0 C7 O Cl 0 C� C� APPROVED EQUAL. NOT TO SCALE � '1 �� �`, r ,� N aI . 7 � I . /+ �;. SYSTEM Eia I!i HROOM . � i'' r } O� ,_ / ^ti i MUS . . g - 8 -6 VENT D.T.H. 1 A � ..,�'` 6� _ - --12 - -- - I D.T.H. 1 MW. 1 MW. #2 # 5 _ DATE. 4/13/19 i _ o s ED DATE:.8 17 00 DATE: 8/7/2017 . DATE: 8/7/2017 1 __ _ 12 36 COVER OBSERVATION LAM AND E GROUND ELEV. 13.00 - __ _ .-- .- ;, I PORT ALL DISTURBED AREAS GROUND ELEV. 12.1 GROUND EL EV. 11.7 GROUND ELEV. 11.2 , \ / 10 . A J. GW. 3 7 TOP WELL CASING 11.91 TOP WELL CASING 11..90 �� / 1 .� I l. -.. .1 =.I 6.� ��:� t-.�I ,I . ..JI��.� I 1 \.I I _1�_.._I . .. .�4 I1.1I � �-.'.t*...I-I. - '..' I. I I D I I- . k I .,--9- I- �I .�z'- .....-.-..1�';UI..-�_.-.''�.. ,°'' ADJ. GW. ELEV N/A ADJ. GW. 2.7 ) I j o / F-•^ N E - f .». _. 2- LAYER OF 1 8 T a 1. / FILL - A DESC. LOAMY SAND 1OYR 3/3 B LOAMY SAND 10YR 6/6 ELEV = 9.7 C MEDIUM SAND 10YR 5/2 . . . . dC:�1UI1 5 EC tJluil -., i \ . , -:- N . - E NOT IU SGALt . �•HiF CLQ \ .1 11 `.r , I A �` ( . ,, , REMOVABLE „ " SOIL EVALUATOR. � � `^• \ � 5 �, ,• �. t __ _ r.. 3" WALLS FCOVER 126 ELEV 1:4 � . fir,, _ '` � � I K. HEALY, PLS �.. r ..r - •�, � _ ___L 1 11 SOIL TYPE: N .�e 5_1 .1 , ,,1 / r "{1. J w x�i <2 MIN. PER INCH :� . ,� 1 1 `t _ _ P.ERC RATE. r - / ; 4 --� 1 ELEV = 1.4 ELEV = 1.5 ELEV = 1.3 \ �- \ �- - LOADING RATE: 0.74 GAL/SF/MIN 10 r -f \ 1 \ \ --- 6„ , \ \ �<,, �•- 1 000 \ o B.O.H. 6� >� ' ` �' w11 r. to � 8 , BRUCE MURPHY ., `, a� � \ ___1. I WITHSTAND H-10 LOADING BENCHMARK i\ -\i \� ` / _ SOIL EVALUATOR. , .A, ,»' •n�` , ` a 1. 1. DIST. BOX TO - O ENTRANCE - t' 1'i ,� � THRESHOLD F ::��''"\ � - �,'.,�... � ,°�' t � .,C � Ui�ii ► . ,, UNLESS UNDER PAVEMENT, DRIVES OR ` '' 15 ° . . . TRAVELED WAYS WHEREIN H-20 LOADING . ED. STONE 000R is � \ �, --,, S,S+I Nri I i;. � \ i E. - - _ 1 ELEVATION 12.60 ,, . �° t / _ SHALL APPLY. . SOIL TYPE. __ � \ , , . I . i,hr. 1 � \ .1 r BOTTOM ON LEVEL. . i �I / _-� LE BASE • <2 MIN. PER INCH 1 t ;, r sTAB PERC RATE. \ \p;:. \ � •r..<. - \ F! - (� 100:,L 2. PROVIDE INLET TEE OR BAFFLE WHERE M<, � __ 0 ,.r . , 11.1 , `� I 6 MINIMUM LOADING RATE: _O_ GAL/SF/MIN a �� 1i�00 �- a -' \. dv __ S.T. „ _ , „ SLOPE OF PIPE EXCEEDS 0.08 FT. FT OR \\. f 3/4 TO 1 1 /2 / , , S. i'.% -- �\ `., ._ SECTION VIEW iN PUMPED SYSTEM. . . _ ti ,.-- � / \1 \ \ - ) . � - , CRUSHED STONE . . .. - ;:;n �. \ ( J I 3. FIRST TWO FEET OF PIPE OUT OF DIST. 1 BOX T BE LAID LEVEL. f I, # ,,,.,r 0 GROUNDWATER ADJUSTMENT MW ##2 .YI�,:'D 11.,: I. x 11.4 .,° - I `.- ~` \ E _._ ,. , .TOP Ch„ ISS /� ! � � ,� F, � �4. ALL PIPE CONNECTIONS AND CONCRETE DEPTH TO GROUNDWATER 10.5 13301 I }0';,, , {Ia1" DRY. � �. , , T. r � � ,,,� , �_ CONSTRUCTION SHALL BE WATERTIGHT. C'• Irl i. \1 �° UNIT I . . T WELL MIW-29-- ,.� y ) s ✓/ , I (9) 5 DIA. C.C.C. INDEX `�, P!� a�h3Ers f r_- - ,. 1 30". KNOCKOUTS1( KNOCKOUTS NTH a G,-riv; \ \>✓ 5. FILL ALL UNUSED K K . 1. INDEX WELL ZONE A - _ 5 / �' , .d-••��..` t ( TYP I .�,� - MORTAR. INDEX WELL 7 2017 7.73 � , - / \ \ ENT / Ip` I . . . , (/ ) :�•'' � .� i . 6. CONCRETE COVER SHALL BE RAISED TO INDEX WELL ADJUSTMENT 1.3 tun._: / >� > , ( +, L _I w , ` / l . . ., t ,. , / WITHIN 6 INCHES OF FINISHED GRADE. GROUNDWATER 9.2 , r,, :I i-' � _. C) :�`'� / c a ADJ. DEPTH TO � `� , � I / ti _ , , � OBS, : r ,� „ ADJ. G.WATER ELEVATION 2.7 s A./\ l 30�(- 1\1 N cf ' UNIT {j c� 1 �,,t �a t i�\ - __l {1f i 1� ' t t7 _i yl\ as t ,i' / '�_ N VIEW I �i r '`�f c F PLA I _ 5 4 ! i E I ' t u, \ / I� t q fj \ r S `, i f i �! e a . s T ! "l n u\ S� r�i e• 1, l �1 c ": . G ,°� N i 3 1 J , r : 5 C,J / . jl 1 � J I / � 4�e i � 3, G �, f . - +. ^ t:: /i�. i 3. rd I t d . - I h NOTE - / - 2., N . C r E t t, / i i i f .�.--� „ TES. ,. j GENERAL NO URRENTLY �► N E PES ARE BEING UPDATED C /` 4� _ I PAINTED PARKING STRIPES ,, , . ..� _ , - � _ � � �. 1. ,r� °/� .�.1. . N, E I , t, .,Wr: cp, n 11.8 / r"�1\ ✓ C) �. / . aj ,.� n C;.I~ ... � I,Il�t j ✓ ?�; 1 y ' •...•' �/ / �« f ° � .. . N, 3+til &C J to r r t o � f \, E I'll, 1 t .. c u� .. 1. J . \ c - II 'S !. r . i.0 t DeJ ini }. , A C', c _ . 0 A ... � OF .THE SEWAGE DISP S L CONSTRUCTION E C STR C O°��. .I ,� AND ON 1..�� Lo f � DESIGN _ _ � D .FOR THE D --' / 0 1. THIS PLAN IS INTENDED A �' !> . r r I tii -y� �+ i s �at-i t i V Tr:i�l i �� .. ._ s .i / d � __ y ASSOCIATED SITE WORK.' n � c N < � .,- f J SYSTEM SYSTEM IV AND S, N . , i f� .i r-, : L ti INV .. � J Q I IN ,..�0 ': .t 'J _ ,rte -n 1' 0 0 .00 AND _f:\�\ {' �`- / 1 2. ALL CONSTRUCTION METHODS AND MATERI LS SHALL CONFORM T 31 CMR 15 0 h _ �r f r r .� INV OU t 9. _5 _ - � -•, o � t 5 r �{��� _�\. CALC lJ LATI O N , - I DESIGN 1.....�..- � T, __ __ _ __------ ._.__.-. _---_-_____-_: _-. _.__ __ _. _ _.._ .•,...�• . _ _._ _._ __ _ __.__ _ _ _ _ _. __ __.-_- _ _. ___- _ ----.----____ __ _-- _ _ . �_ _..__ _ ._ __ - =OF -HEALTH -REGULATIONS.- ---- _ ____. -- _ . -- <.�-. --„ _ _ __,YARMOUTH -BOARD_ _, ,. \, >- ,_% J - �i� r :.� t I IN FT. OF THE PROPOSED �: - Y o - �' ARE 0 KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITH 150 / 5 r , �. ,w.-, s , . 3. THERE N DESIGN FLOW _ \ ` �. . cr .Jli i ,r F _ -. o ,/' . J.. 1 N „,,..- 9 V il�i� N } 2 _ 0 e \� `\ I _ ", � .� _, l , 6 1c� 1 ( LEACHING FACILITY. I "7 - °, Fir:._. t •,--• r , �u F ,.a� ,iT �y _; ,r``� � l t �. 5 r.G. _ f _ - - _. - I D . _ _. 50 GP I DROOM 5 _ I 5 BE DROOMS C�?110 PER BE m \ i I �< r _ MATERIALS. � f _ IL AND OTHER UNSUITABLE MA ALS 11�ti Ihl t,.s, �.-- I :�'. \ �. I VERDIG IS SPECIFIED .REMOVE ALL TOPSOIL, SUBSOIL R / a J _, { �i OUT U.� i r i }, ' f� - _ : / , I PLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF I F� 5. IF AN OVERDIG IS SPECIFIED, RE S . / r I UIRED SEPTIC TANK r REQ � �, _ i-lNl t .� : I �, DELETERIOUS � EE FROM. ORGANIC MATERIAL AND , � C VA ON .WITH CLEAN .GRANULAR -SAND FR 4 f EXCAVATION TI SAND,'TREE 1 650 GALLONS \ 550 GPD X 300% -iz \ .• _ _! ERENT CLASSES OF SOIL .SHALL NOT.- BE USED. FILL . .. / \ SUBSTANCES. MIXTURES AND LAYERS OF DIFF / ._;, I I I ., i r. . �?... 4:;-: I_0,= II0 r ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A 4 t \ -\ SHALL NOT CONTAIN # r; _ \ . 'N ,J _, / .� FO R MATT 0 N �,_ ,. �.,, USE EXISTING 1 000 GALLON SEPTIC TANK 1 LOCUS N SEEPTIC TANK x `;f t � 1 , \ ON A REPRESENTATIVE SAMPLE OF FILL. UP_ TO ' 45% BY WEIGHT A--' �n > SIEVE SHALL BE PERFORMED IIS{ J E3\ 0.,ai 11.2 � ®. f,- �- I G 000 GALLON SEPTIC TANK 2 UNIT l \ /'` . USE EXISTIN 1 f O F , �i• t� 1 5.�2 ��, ;;: n ,' : �' I r .. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL . IF , , /34 �..� 10�;�i ti r r >- MAY BE RETAINED ON THE #4 SIEVE - ,ry s{ - r _ TOTAL SEPTIC TANK CAPACITY 2 000 GPD_ 1,0t} �,� _ T OWNER. KIM HOLDINGS LLC ` _ CURRENT , , �` f3IT � S.T. .� .�> .a +�< • , _ �-•' .�- '' ' � MEE S EACH OF THE FOLLOWING SPECIFICATIONS: i 1 T«.zl: .� r s ,•. , :, T . SI'1 . _PAVI,1l, REQUIRED PUMP CHAMBER _ ,:� L. 1 osa, E. 13891 , 24t311 I � il:, �.<,� -.�' � _. TITLE REFERENCE: ihl � V �, V � 9 r� n ,' w ,� 100% MUST PASS 4 SIEVE I . INV OUT .,.7.5 � � \ s , # AM ER ./` it . , T+ r.. -. G LLON PUMP CH B � t 0 0 A .USE EXISTING 1 0 - _ M SYS , a1 li. r. y ,, a \ NCE. 351 69 391 77.: a5 f, .- 10% MUST PASS #50 SIEVE.; PLAN REFERENCE: -.�' : I F.. _ ... . .l ,w.^" ,. I �. �' - %MUST PASS 100 SIEVE � 0 20 # N r LEACHING FACILITY -o SIZE OF REQUIREDRS MAP. 33 , N 1.. _ ASSESSORS , S SS 200 SIEVE i 0 5% MU T PA IE (� . t X 00 f:-,ALLON PARCEL. 71 . _ SEws t ,, . . P'11C .. ,Ilie \ .... _.::.1. C. RATE. <2 MIN INCH ��..1 -, DESIGN PER / I � _ Riki 11.4, - 7 "' , - THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT • , ,, 20, 3-3 y ar 6. EXISTING UTILITIES WHERE SHOWN ON LONG TERM APPL. RATE. 0.74 GPD SF ZONING DISTRICT. B2 ,,, .� r ,. $ L / li. !, r t p. ,. t - `\ 5 _ - R CONTRACTOR . ON 30 / a 0 � - GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN CONTR 0 _ SETBACKS. FR T i\ 1��,i , 1 . PD - 0.74 GPD SF 744 . SF \ . \ A. 550 G / _ ,. \ . , - • O , - SIDE 25 g rt SHALL VERIFY THE SIZE LOCATION :AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, \ ,o� .� I , �-' ✓ Af _ r, 2p �. /' ;, REAR \ , \ , e SIZE OF LEACHING FACILITY PROVIDED L,,.• \ 5 THE, START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE !��\ WITHIN THE LIMIT OF WORK, PRIOR TO H 11 �_. L ,1 - �. 'c QIP E CONTRACTOR SHALL NOTIFY THE ENGINEER ON H-10 CONCRETE CHAMBERS LA DISTRICT. NOT AN PD -�- M0NI IO,,,F�G Wl I rr� SET _ . DISCOVERED OR FIELD CHANGES REQUIRED, TH USE (3) 500 GALL OVERLAY - , ,-- `� . -� f _ IMMEDIATELY. , m. -� , SIDEWALL AREA 2 41.5 + 12.83 X 2 217.3 S.F. NITROGEN SENSITIVE ' , ( ) Its f iz =.1 i.0 I _ ZONE: NOT A ZONE 11 . -' __. , 7. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR PROPERLY. COORDINATING THE PROPOSED =532.4 S.F. OSS. GI OL I . t�,A , .. R 1. >- <I BOTTOM AREA 41.5 X 12.83 ,r' j DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES AND SHALL a� ti CONSTRUCTION ACTIVITIES WITH . - ADJ. f..ROLli\IIJiW IFI'!'. �>� �:: COMPANIES, 749.7 S.F.. FEMA FLOOD ,, - I �� - � COMPLETE THE PROPOSED WORK WITHOUT 'ANY INTERRUPTIONS IN SERVICE. • ,X -OTHER & AE EL=11 '� � .. ZONE DISTRICT. ZONE X, .X f r'r .. CHAPTER C 40. 11 D ACTOR IS REQUIRED TO NOTIFY DIGSAFE PER MASS. STATUTE HAPTE 82, SECTION 749.7 S.F. X 0.74 GPD/S.F. 554 GP DATED 7 16 14 PANEL 250000587 J ;. 8. CONTRACTOR Q / # .,.. . 344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. . -, U ICPaM (888) . 554 GPD PROVIDED < 550 REQUIRED. STING LOT SIZE. 55 743f S.F. EXI ,� '� E USE OF. A GARBAGE GRINDER. INSTALLATION OR USE OF :>U1�? r0U�i1� 9. THIS SYSTEM IS NOT DESIGNED FOR TH <°•` . • 0 000 S.F. 0 C MINIMUM LOT SIZE. 2 AGAR AGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 31 MR 15.240 4 B O . . . . NO. DATE DESC. ermit validjor wan , e, ). REPAIR OF SI-T-11C'SN -STEM , , I ..,: , ,.: .. .s.,• card of Il+atth review and .iPProyal is ruluired for fly Itr ort ;vatc facilities k of N1 r V1111. MPI,„<:l. , V ani/or strucirotsld\ellfi . t Yarmouth Ileatti. Devartmeot I ��(/,� , 1_-:�e -1 1 I. Name _ -Date - I I I I PREPARED FOR: KIM HOLDINGS, LLC 817 ROUTE 28 11 SOUTHYARMOUTH, MA 02664 508-776-3766 r:___ t fI B�`10C � ul 0 ..t� . UP ..__, I � ._ I, . 349 Route 28, Unit D { W. Yarmouth, Massachusetts I 7 0263 i . -508 778 8919 . ©2019 BSC Group, ,Inc. I SCALE: 1 = 20 0 10 20 40 FEEr FILE: P:\prj\5009500\Civil\_Draw\50095-SEP-SYS-IV.dwg DWG. NO: 6472--02 SHEET 1 OF 1 JOB. NO: 5-0098.03