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WASTEWATER-SEWERIAPPROVE\Carstensen—Replacement With Componenents Toe of Slope ETU to Lanes Structure Fill—In APA—10-16-2023
RESOLUTION APPROVING CURTIS AND TAMARA CARSTENEN'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12023
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS Curtis and Tamara Carstensen(Applicants) filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a
replacement on-site wastewater treatment system with certain components to be located or used as
follows:
1. Disposal system toe of slope/toe of fill to be located 3.5'± from the north property line
in lieu of the required 10' setback;
2. Disposal system toe of slope/toe of fill o be located 5'± from the south property line in
lieu of the required 10' setback;
3. Force main to be located 0' from the property line east of Holly Lane in lieu of the
required 10' setback;
4. Force main to be located 0' from the property line west of Holly Lane in lieu of the
required 10' setback;
5. Septic tank to be located 4'± from the structure east of Holly Lane in lieu of the
required 10' setback;
6. Septic tank to be located 3'± from the property line east of Holly Lane in lieu of the
required 10' setback;
7. 1'l" of existing/naturally occurring soil with a minimum of 2.5' of specified fill to
meet the fill/built-up system to groundwater and bedrock requirement of 3' within
1,000' feet of Lake George;
8. Eljen (ETU) mound to be used as leaching facilities in fill system/material in lieu of an
absorption field(Chapter 13 6-1 OB{61);
on property located at 17 and 18 Holly Lane, Assembly Point in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on October 16t', 2023, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Curtis and
Tamara Carstensen for variances from the Sewage Disposal Ordinance to install a replacement on-site
wastewater treatment system with certain components to be located or used as follows:
1. Disposal system toe of slope/toe of fill to be located 3.5'± from the north property line
in lieu of the required 10' setback;
2. Disposal system toe of slope/toe of fill o be located 5'± from the south property line in
lieu of the required 10' setback;
3. Force main to be located 0' from the property line east of Holly Lane in lieu of the
required 10' setback;
4. Force main to be located 0' from the property line west of Holly Lane in lieu of the
required 10' setback;
5. Septic tank to be located 4'± from the structure east of Holly Lane in lieu of the
required 10' setback;
6. Septic tank to be located 3'± from the property line east of Holly Lane in lieu of the
required 10' setback;
7. 1'l" of existing/naturally occurring soil with a minimum of 2.5' of specified fill to
meet the fill/built-up system to groundwater and bedrock requirement of 3' within
1,000' feet of Lake George;
8. Eljen (ETU) mound to be used as leaching facilities in fill system/material in lieu of an
absorption field(Chapter 13 6-1 OB{61);
on property located at 17 and 18 Holly Lane, Assembly Point in the Town of Queensbury and bearing
Tax Map Nos: 239.12-2-54 and 239.12-2-60, and
BE IT FURTHER,
RESOLVED, that the ETU shall be maintained by the property owner in accordance with the
manufacturer's recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during
such period.
Duly adopted this 16t'day of October, 2023,by the following vote:
AYES
NOES
ABSENT:
rinvo[ce #-,.
e Only
SEPTIC VARIANCE
APPLICATION ee: $
To4wly
742 Bay Road, Queensbury, NY 12804 Approvals:
P: 518-761-8256 www. ueenabu .net
Submittal : 1 (one) original & 8 copies of the completed application p
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EM
... RECEIVED 00
Section 1
a 5EP 2 2 2023 ic
�1_!EEr�'S8L1RY
Contact Information: +�P9, Ll Rk S OFiCE
Property Owner(s): Curtis & Tamara Carstensen owner's Agent: RU HOLMES
Address: 223 N County Line Rd. Address: 12 East Washington St
�- Glens Falls, NY 12801
Hinsdale IL 60521
Phone #: 203-249-7144 Phone #. 518-792-2907
Email: ccarstensen@yahoo.com Email: bholmesCEbruhenaineers com
Section 2:
Site information:
Site Address: 17 & 18 Holly Lane Assembly Point Tax 1D#: 239. 12-2-54 239A2-2-60
Directions to Site: Heading north on 9L, turn left onto Assembly Point Rd, tun right onto Eira on Ln, turn left onto
Holly Ln. Property is 500'+1- down Holly Ln.
Section 3•
Distance from well on property to septic system (if applicable) No well on property; feet
100'+ from neighboring well to north
Section 4:
Is it possible to install a conforming septic system on this property? ❑ Yes ❑X No
If YES, please explain and attach a diagram--
Section 5:
Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring
properties? QYes ❑ No If NO, please explain:
Section 6.
Is the proposed system to be installed under a parking area? ❑ Yes Q No
Section 7:
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i .e, leaching system will be 89 ft_
from well in lieu of required 100 ft.): Setback from property line to disposals stern setback from force main to property line,
setback from septic tank to structure and property line, built up system within i ,000' of lake,
Septic Variance Application alternate system used in fill materials
Revised December 2021
Section S:
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Na me Christine Baertschi William Crowell Edward J. Baertschi
Address 19 Holly Lane 20 Holly Lane, 82 Assembly Point Rd
Tax Maps ID 239. 12-2-55 239. 12-2-59 239. 12-2-43
South Name Bruce Hodgkins
Address 16 Holly Lane, Assembly Point
Tax Map ID 239. 12-2-54 and 239. 12-2-61
East Na me
Address
Tax Map ID
West Name Norma E. Baertschi Irrevocable Trust
Address 90 Assembly Point Rd
Tax Map ID 239. 12-2-26
Section 9•
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities or) the plumbing and septic system located at:
I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution .
Owner—Print Name,
Owner—Signature: Date:
Section 10.
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/W e do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant — Print Name:
Neighbor/Tenant-Signature: Date:
Septic Variance Application
Revised December 2021
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1_ A location map showing the site within the Town of Queensbury
2_ A plot plan showing existing and proposed features of the property, including:
a_ Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d . Parking, layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes, wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h . All properties within 500 feet
A sample plot plan and location are shown below:
,ramSw"IL Zen MJP
40
r�
40
I3
+ — r
.. _+.... "rlal�fWO f.
Revised December 2021
Septic Variance Application
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Curtis & Tamara Carstensen
Designates. RU HOLMES Engineers as agent regarding the Septic Variance for
Site Address: _ 17 & 18 Holly Lane, Assembly Point
Tax Map #: 239. 12-2-54 239. 12-2-60
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc_ as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the
Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note : Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure : It is the praetice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer, the handwritten
minutes shall be deemed the official record .
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist.
OWNER— PRINT NAME : Cunis & I ra Carst n n
OWNER—SIGNATURE :
AGENT— PRINT NAME: RU HOLMES Engineers, PLLC
AGENT—SIGNATURE : DATE:
Septic Variance Application Revised December 2021
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HORIZON'I SETBACK CASE SHALL WHEELEDEQUIPMENT,ICENT PLOWS SERE REQUIRED, ALLOWED DIRECTLYONRME SOILSORTHINA THXA'E LEACHING _
(tOEO LB.IN NO
I) DI.SPOSALSYSTEM TOE OF SLOPE(CHAPTER 13610 b. 10' UNKNOWN 3'S- AREA FOOTPpIwi.NO AIJID TIRED EgUIPNENi SHOULD EVER BE ATERIAL S REW TNT wASHAPE BED UMPED AT
HE EDGE
OF THE y`
TABLE I(aPP Aji li F HLL) EQUIPMENT SHALL BE USED FOR INSTALLAi,ON,AND WHERE FILL MATERIAL IS ftEOUiRE6,IT SNAIL BE DUMPED aT THE EDGF OF THE L w
'__________________.__._._._.....___ .......................!_.. LEACNINC•AREA AND pU511ED IN PLACE AHFAD Of TfIE fgVIPMENi;TRACKED E URMENT SHAD RILE DIREC IGN IT MINIMUM OF FHIt O ry
(IHOR20NTAL SETBACNfR)MSOUTHPROPE E 0 5• MATEPALAND NOTON NAr VE SOL
D SPOSAL 5Y5TEM TOE OF ROLE(CEAPTE UNKNOWN (TOE OF FttI l9.INSTALL tEa<x NG SYSTEM CONPOw"'INCLUDING CHANGER UNIT WHERE APPLICABLE PER MANIFFACfUNERS RECOMMENDATIOwS
TABLE(APPAu UNLESS OTHERWISE DRECTED HEREON.vEkFY,HAT5Y5EM5ATEORNETLLEVATorvts)uSirvGAtEVEITRNST,oR SEIX. WASTEWATER
]LINE
_.. LIO SEW NICE OF CONSTRUCRow TO BE AS ibuows:
fORCE NaiN TO PROPERTY Icl` LY LANE SYSTEM PLAN
( LANE)(CHAPTER 336 30 D,TABLE NO al W" ckosSlNGi I iNb Fm mukCE ANDveR Fvn rABufrrw TH Pekcrtsrs Arsoukce
All
__.
( D RfNOVETkEESANDSTVNPS wrtH xixE LEACH rvG SVSTfN FOOTVIX HT SHALL Bf CUT iD GMDE nND REMOVED.
... 0 2 l'O PROPERTY" ( ANE Clli TREES AND REMOVE STUMPS WITH N FOOTPRINT OF LEACHNG SYSTEM.REMOVE GROUND[OVER VEGETAi ON W iH N THE
N) E( )1 : o.rneLE D ONRNow <. S ei FOOTPRINT OF THE BASAL AREA,LEAVE TOPwit N PLACE AND PLOW.so L TO A DEPTH oP T'B'USING A CH SEI PLOW oR APPROVED wwi
II )) EOurvALENT
"'-""' .CHECK FOR AND REMOVE SMEAR NG.PLACE A D—ACT SYSTEM FILL LAMED ATELY AFTIG RAGRADE HAS BEEN PREPARED AND SHEET:3 OF 6
sl (EAST OF HOLLY FaNE)(C F 1 0 KNOW ( 9_ ROVED INSTALL FtCTHOBOUGHLV COMPARED RAOESAND LINTS PFADBSL PERFORNPERCOIATONTEnSINILE 10 ED'.0N120/10133'.WIPM
)1 " NP PIAEE THEE"'C I IIIAL TO 1U11 M IORIGOL E FNT OF FILE 1EAC4 NG DEUCE INCLUDING UNDER CHAMBERS TO LOOSEN
ILL DN WE fOOTTRAFf c PRIOR T �Of NEVy YO
R IONTAL SETBACK XI)((CHIP
IIA TO PROPERtt INSTAL E
_� eY
HORIZONTAL
67 LNE(EAn Of HOLLY InNE),CxnP'iE'R13010 D.'iABIEi 30' UNKrvOWrvI 3'E i INSTAL LEACHING SYSTEM NCONf GUflAT ON SHOWNONNLAN(51aNDY0ELfVATON55PECFED.
(APP.ART BACRE lL AROUND AND A60VE THE LEACHNG SYSTEM Will 50 L SPEC i ED ON FLANS;CARE SHALL Of TAKEN TO COMPACT SOIL IN
A[CORDarvCE wiix MANUFACFUREk1 RECOMNENOATIONS SO THAT THERE W IL BE NO DAMAGE OR DISRUPTION OF LEACHING DEVICE
FILL/BUILT UP SYSTEM TO GROUNDW TER AND BEDROCK 1'1"SFxISTING
'!) THIN 1,0DROP FAKE GEORGE(ITROID III 1.11)OC 2 11 PR N61H2MB GG
nwD raktF)(All.II) oRl M .SILTY LOAM TOPSOIL CAP AS CRINTED ON THE PLANS(TO
secw`5p
•CROWNTHEf LL.TODMN AND NSiAll il3F APPROVEDCRRAEOA O
__.. ......_. ALLOW OXYGEN TRANSFER BUTLTTLE NFLTHATION OV PREaPITAT 4Ni.
ONLY aBSORvi 4NFE DS L E 5EOA5 LUCl LNG InB50RPi bNI UNKNOW ( SEED/PLANT AND THEN NUICH.ENTIRE SYSTEM;MANAN UNTIL GROWTHS E.S'TABL SHED. R06ERTU HOIMESII
0) fAC LT ESNFt,MA I 1'30�106(6i FELD ND PE D82CV6
- NOT FOR CONSTRUCTION >»m
1 1)"ESYST[M MWSI'eE NSTALLfU INACCORpnrvCE WIix THE MOST CURRfxT"EllElu 110111111 pE50N AND A
)£„✓ I �L�'�',' ry IN MAIDAI..MnxuAE s
)IHissYsieMSNoiDE51GNe0 FOR Ill WITH A GARHAOEDsvowL11 wA'TERSOLTHaeR.
llh 1 1� 1 R NRESTRICLFLOIIMUST'BEREMOVEDLORRA5'EDBEDS.
"` ' i' - ") �%"` ' '✓ ) 1� lmxrouR SREcoevwnwxets ZT"IS"IF. m
MMENPED TOFPRF'AD THE SOLFORL LL PLACEMENT. y
F)CARLYANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT,
) 11 MATERALSHALL MEETOR E-EDSTATC OF xEw YORR CODE REQUREMEMS.ALL FILL MATERIAL SHALL BE n
CLE BANK RUN SAID,FREE OF TOPSO L,HUMUS,AID-DREDGING'ERECTLY BENEATH THE'GSF SYSTEM.
E)STMCBBSPECFIEO SAND WITH LESS THAN 10%PASSNG A H1005EV,AND LE55THAD
SO'All NG A WCH'LEVE
REPIACE D BELOW AND AROUND THE GSF MODULES WITH B 11CIESM1 MUM UNDERNEATH AND R NCNE.S J,fr
UMSURR1111REFTHEGSFMODDIll N TREICH PCONTRRATONs.rveEG 5Y5fEM5,USE6 NCHESMxMUM o
{IG ) +(A(Ynr DEATH THE .DO"
Y lD.11.11HOLDRO BETWEEN MODULE ROWS AND.I3 NCIIES MNMUM AROUND �C
TIE 1TITYECT OF THE MODULES
d Ih E T PROVIDEOWIRF E HF H DIAMETER DSTR104TDNPPEBDR
auVALENTTOTHETo PS 0 E{ E HE APPAOVEO PERFORATEDa NC GSE ULES.
7t, 3 0 D E ORCE MA I',5"rY ER)EVEN PROVIDED GEOTExTLE C EACHOVER FABRIC SHALL PROVIDE PROPER 7EN5DN AND DRENTATIOR OF THE FABRIC
ILD ID THE SIDES OFTHE PERFORATED PIPE ON TOP OFTHE GSF MODULES FARRICSFOULDRENE'THERT00L0050, U
OAT11TIGNT HE WARM TEN5ION OF THE COVER FABRIC 5 SET BY
1SPAGADIN THE COVER FARTIC OVE A THE TOP OF THE ABBOULF AND DOWI BOTH SIDES OF THE MODULE WITH
> 1 2"0 MAN FOLDTHE COVER FABRIC TENTEDC E B E L B
YVERT'EALOR iOry ALOIGI HIS GTHF COVER FABRCTO FORM CB lY
y ES E E. f E }
� T^�V! E tEA HiNG TEAAU.� MSP E9)BACTUDL MATERAL SHALL BE CLEAN WITH NO OQS ORSONES LARGER THAN 2NCHESNANYDMENSIONTOEA O
Ijilja a b LdFt R 1Lt Yf Y� ((15➢{ EUE N rtl OF INCHES OVER THE GSF MODULES ANDFINAL COVER VEGETATION Of INCHES TO INCHES OF O
EF1I THEHREA PODVE'RT STORM WATERRUNOFFAWAY FROMTHESYSTE s. BBj
E 1ORn gvED SYSTEMS,PROV UEAWELT AN RWID U STR BUTONBO%WTHAVELOCTY REDUCTION TEE OR
rJ N d (`r I3
EA)E SYSTEM WHCH 15 MORE THAN 18NCHES BELOW FI51 GRADE AS MEASURED FROM THE TOP OF THE MDEIR a Hr tl y r. T; FtiI✓;NOEL �,E.. s} ri'. a ..- 1 All BEVENTED. ,
Y Y
1 OVER)DON ONDRrvE GRYERIG WHEELS6 OVER TFE GINES WITH NDFILTER 13 1OB5 Of PROHCITED FO OVER TIE
kr/�6 00EA�✓ BI '� Y BUi ONPPE ORvxG OR PAVix60vERTHF GEOTE%i LF SANOF FILTER SPROH PROHIBITED FOR HALLOWRNSTS
SE11 BACK-BOCTIIIBVILL LMN MUM[OVFRF PR METER MTEF NAl G0.AO I1AS1A fj i
RE MMENDED 10 LOWE THEE' T TEREBY SEEPING OLD CLISOFf'TNESDT IMBE RFA150 �„pK
)SEEDING AND STABBIGNO THE 50L COVER SRfiWRED TO PROTECT THE SYSTEM FROM SOIL EROBNOT
1 :,! r �"I V � P r�m+�r+Y �k%`}� � J�✓+✓'I,rn 3 � ��'�y g S
AN
b19 y AN
1 1 ✓ m 1 a �f a3 2+" mr'`+ J n>) i t a�Yp,;}'� rLy yt l)�1 r z
{� Vo.
L' a � G u rr) r✓✓ 1ht F kd' ..:� J
O;m��°tl. T�htia.G ����"y�"E 1 1,� °u✓ ��"i�w11 ',fLnJ � my. y'A � �
GRAPHIC SCALE Z¢ I y w
gjAPARTMENTCONNECTION/LEACHING SYSTEM PLAN 5 o 2 to 5 5 zo
SCALE z ('
~ W N
PRtlP¢0.n HN[ W OON I W
o
L W b
aTQC.LEArvoDr tiq G
I( �
EGz J
C)lj�. IO O
.r" ''p PVG SORa9 BD ID NOGRAmn Sewell 1� _3
R.H.3.0965LOPE) — '-
Z
PROP I,000 GAL DUALCOMPARTMENi
DIRFCTANK
WASTEWATER
SYSTEM PLAN
E"O HpvE iOR[E MAIN L3 PAOP PUMPSTATION WW2
EP`p'4j HEEF: OF
"��C�� 0rA"�E A fFRDM WC
vIRD/lll5fl B!oD PM
ffILAKE HOUSE CONNECTION_PLAN Roa % .LOPE L:aewy
SCALE:IT,GRAPHIC SCALE
GRAPHIC SCALE AnpaoxlMATe LounoN of FUTUaE
OWER.NECESSARY PERMITTIIG TO
5 O 2.5 5 tU 20 .,REWIRED
7 FI I�I amF4 NdeOSID M1"'
Ifb 1 '/I�,2 �6V' R veflnMNF"
TIN FBI,) LR / ROBEHi'U.HOLMES,II
q CLfANOUT ry' PE AG..G
NOT FOR CONSTRUCTION
aAngF A COYER
WAT E;05
ERTIGHI'TOIrviS(TVV.- IDDII A IH[OMPARTME'NTOFASEPTICTATI: TDPRECAST STRUCTURES SHALL BEAS SUPPLIED BY FORT MRLEA CO..INS DR EQUIVALENT.REFERENCES TO HEAVY DUTY PRIOR TO BACKIKLING OF L—NING CHAMBERS AND MANIFOLD PIPING,ENGINEER TO OBSERVE EXPOSED CHAMBERS Sy�q
CCE
FINISHED GnaD 1ANWUSE CASINGS B3502 OR EQU VALENT; NEF'N TO FURTMLLE CO, RF 20 TRAFFIC LOADING.TORE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR ANOMAN FOLOP PN
E� WAY FROM CDWE(1YP.) WATER TECHNOLOGY ER FOR
EQUIVALENT. PR EFR LN ND BOX,G JEERT VERIFY
NTALLATDN OF$PEE D LEVELERS AND EQUAL DISTRIBUTION
E 2
ODUASTCO
(--2'0"—� r2-0 RA SENAY HE40ITT'P.1 T2)TANKS/STRUCTURES NSTALLEBNTPAITO AREAS SHAIA S1 HEAVY DUTY CONSTRUCTION(DESIGNED FOR(IT 20) pIPIRTOM f VhME11,ENGINEER TO VERIFY FLOUT SYSTEM HISTALLATIOLUhl "
WHEEL LOACALCH SY�
T2'IMIN.) INSPEC7ION PRIOR TO START-UP(WALK THRU WITH ENGINEER,CONTACT'ENGINEER TO
EXISTING GRAVITY SEW E EFFLUEM PIPE;INSTAII "f-B)nlf LOCAT ONS OF Alt 0Ua ED STPUL"FURES S1iAlt BE DOCUMENTED BY INSTAL1 T ON OF PERMANENT MARKE'R(S)
p -- __ — 'AS SHOWN Dx PtAry <DVEa(5{,AND MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(NECORD) SCHEDULE) _
INLET 3 Q _ ORaWBNGSE(SEE GENERAL NOTES) •VENIFYEQUAL DISTRIBUTION TO NEW FLOUT DOSING CHAMBER AND E%15TING LEACHING SYSTEM PUMP STMIDN Fg„
- E` WATffti GHi ELnSTCGASKEi: i-4)ALL TAN15 SET BELOW SEASONALLY HGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSOALE FROM MAIN LIFE PUMP STATION §y
15" n+4cJ UU"" 'OR x SEAL OR APPROVED fCPCVALEFN ID ATRAT USRIG HEAVV DUtt TANKS WITH 6"EXTENDED NTERGAt BASES,OR BY AN ALTERNATIVE MET HOD f0.FY(LOUT DOSING CHAMBER OPERATION K y
(EYP.FOR EACH TRATION ROVED BY E—CLEVE VERIFY MaN OFF PUMP STATDN AND EXISTING LOWHNG SYSTEM PUMP 5TAr ON EFFLUENT PLUMPS ARE
+X �_ USE APPROVED EFFLUENT FILTER T5)TANKS/STRUCTUIRS SHALL RE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGET MINTS(ASTM C'1222).WALL ROPERLY(I.E.OPELOVIOrvALAND ALTERNATING DUTY CYCLES). BE
THOROUGHLY COMPACTED� =x nowN+� 'i"1.11 KPL 322",OR VFNETMTIONS SHALLBf KOk-N SEaI UR OTHEIXWISE waTER TIGHT AS APPptivFGBVENGNEFP.TANKSANDRISERS fUNRiONINGP
Nai vE'a ICRAALENrI(RESIDENTIAL) TO BE TESTED WATER TIGHT BY METHOD APPROVED er ENGINEER(ENG NEfR TOwTNESSL OPERA'YION,MAINTENANCE,AN D AN N UAL INSPECTION RECO M M ENDATIONS
PRECAST DUAL COMPARTMENT 'Te)cONTMCTOR70 NSTALLTAN615TRunuRESTO(RELAIVE)ETEVA'r UN5SHOWN,D000MENTELLVAn.FIAT PREVENTION; v'=
SEPTIC TANK OR
EQUIVALENT """" EXISTING
ELATE
Pwon To START oT cgrvsrnurnow. I USE WATER EFFIRGENOTY,EXCESS WATER USE CAN -
6"(MIx.) iT)SEPTIC TANKS SHALL HAVE AN USE APPROVED PHILIP EFFLUE NT FILTER BEIRPED FOR TIE FLOW MTE/TYPE NJ THE Ov R FIXTURES AND PC UMAING TO R KOab q.SvSTFM. u
12`(MIN.I---III SYSTEM.__TIC
TANKS PLUMBED N SEn FS iNE EFiIIIENi i li Eft.SF ALL BE I.Ofhi[D ON THE OUTLET OF THE
/ DOwNSTRfAMT'ANY.ONLY.FRAMEANDCOV6RTOBF PROP OEDOVENF LTFa iOH MhiNTENANCE pft'E'SS ANO MUNiU5PO5E OFGiP2ARD0U5 WA EE OP LS NSINv,50IX TO LEiS(.E.'PA NT PAINT THINNER, f
F RfOV DOTAIEONPDUNPUSE�R PERMANENT MARKERS STALIBE PROVIDED OVER ALI OTHER TANK OPEN NGSUrvLFSS OTHERW SEb REREDBv IPETRONDLFX,NODLRSPEST[DFSSaNiF FF2E FTC.) } S�
IEQUIVALENT OWNER I CAULPT U511 DENTAL FIGSS,FEMININE HYGIENERDN SWABS UNUSED
Cnr Ns,qcGARETTEBURs COFNEEG ATUTTER V OTHERGICIEN ANN
<UHUS0f fOUNDAiON BATUICINAFT LOG ANUOENTALLYDAMILE S S EMS
P.G.
V SONA
UNDISTURBED NATIVE SOIL1;OE5 O
FxING RvSTEM
6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOT5. U
vEGETATVE GROWTH SHOULD NOT RE ALLOWED TO BECOME OVERGROWN. O
1_ DUAL COMPARTMENT SEPTIC TANK DET_A___I__L___ 5EPTICTANKS
D' SCALE:N.T S. 1,ANNUAL LYNSPECT TANKS FOR BETE'ROMTON,SURF'ACE'WAT'ERNF'LOW AID NFLTMTON(CO11—ROOLEMSIf
NOTED).
SPERION OF TAN%STD DETERMINE SCUM AND SLUDGE ACCUMUIhiION.SEP'TIC'ANA MUSTBE I,MVF EC
OUT LOT VIITH
tAVEa IS WIT'NIN Tx0.EL IrvCxESUF IxE WTTOMTOf rtIE OVitE.T BAFFLE Q 'w �.ao
HABY TES A THE TOP OF TILswIIGe IS WILHI ry TEN INCHESOF THE BOTTOM OF THE C PETET BAFFLE OR
SINITAKI TEE,MONITOR TANKS FOR FUTURE 5CHEUULINGOi INSPEC1I0wSAND PUMPOUT)
B.A L NSPER FILTER EFFLUENT FILTERS FILTER SHOULD BE CLEANED EVERY TIME THE TANK 15 INSPECTED.
NNUA LYI nRKENS(OR PROVIDE Ary ATGMPf A<CESS COVER). a rml
b.PEpAnVEaIANK OVERGAO PUMP TANK HDNECESSAPY r�'
T UBF ROUST PUJMNNU W Hfw cLFANNG 11—
DBSFRvanpxPD .lroNP1.1. TEn wvf 4EPVC;PERFO TEDPIPE SPULLf14.TER NOT
oixouSlNG
ABOVECONCRETF SAND FINISHED GRAD e. FILTER OVER THE SEPTIC TANK SO THAT ALL 50LIDS TALL BACK INTO SEPTIC TANK.
015TnL ENO MnNIFOLO EO TEXTILE EUEx IATFRAL — E.NSERT CITERSACK INTO HUU5ING—FRERLYAUGNEDAND COMPLETELY INSERTED. Z O
DISTRIBUTION BOX: W U
1.ANNUALLY NSPERUB ODEfE TOM,SURIACE WAT11 NIOW ADD Ni LTRAT ON. J Z
TT READEO[LEANOUT PLUG-"'�^, qP .......
2.PEMUVE COVER AT TM ER SERVCF/CLEANUN AND MONITOR SPEED IFvfIf—CFECONSISTENCY,
TONG SWEEP 90 OR TW045 DEGREEBLNUS �,..+'� ..°'_ �,�� __-0% E( TS �m ��-- (aDNST[S RE0.0 RED 0 DEF F OwSTO All IATERAIS{. LL
(SAME DAMEifR AS LATEML7� _ 31NSPERDBO%FOR SOI OS CARRY OVERTO LfaCf1ING SYSTEM W
4 IB"S"TED PINE " Z� -y w
of tow ETE Sn \ I
LEACHING SYSTEM/ I.INSPECT AROUNDSYSTEM FOR EFFLUM BREAK CUTS OR EYDENCE OF WATER FLOWNG AT GRADE(FWATERIS ZWFIG IniFRAL 2 N ROMP IMT TATIONSUAE PER nROUrvOPENFOERATEDPPPo CONCRE ESAND 11/2 PPVC RB MODEL'843' PPEFROM PUMPSTATION NOTED.f1AVErtiESTEDfOP BaCifRACONfEMI. WNM[ Ov PRESS D Si 1.
PPEWTH3/4 UNU(ttV.) 2.Lrv5PECT Sv5TE1 5LOPESFORFULL GROWTH OF VEGETgT ONPEFlAREROS UN AS NEQU RED. N(n O ^
ALTERNATINGATGXSDROCLOCK P—AffDEEPROOLIF—SETATIDDON SYSTEM. QF- '}
2 4 INSPECT AND MANTAN UPLAND RUNOFF DIVERSION SWAUO AROUND SYSTEM. U W
_ELJEN PRESSURE DISTRIBUTION PROFILE DETAIL ¢ �
D1 SCALE NTS. PIPING W O w E t
LED
P3)ALLGNAVINSEWERPIPE&FITTIN65SHAU BE PVC SOR 60—(FEE PLANS),ASTM D3OTA;OR HIDE SDR I2,ASIM Q� - I .w t O
D1350;INSTAUATo SHALL BF IN ACCORDANCE WTTH ASTM D2321,UNINELL"HANDBOOK OF PVC PIPE',DESIGN,AND oM W uj b
INSTALLATION",AND MANUFACTURER'S RECOMMENDION ATS. Cn
Avitt
P,2)DR .—ER PLIE10LMSTO BE GE—SPIGOT PUSH ONTYPE,ASTM D1.312,DESIGNED FORUSE WITH PROTECT pa V
PIPING
P3)GRAVITY SEWER SFIALI Bf INSiAUED A'f STPAIGVtT&roNilxu0u5 GRADEBETwIINSTHURURE5(I.ENOLOWOR Z i�
HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREPN OP RE
ENGINEER.GPAVIIY SEWEn SHALL BE LAID Ai THE �� CIO O
iQLLDWING MINIMUM GRADES UNLESS OTHERWISE DIRECTS U AN MANS:NACU SEWAGE:4'@ICNM@2%;SETTLED Q Z
GE(EfFtUEM):4"AN06"@0.5%i.ALLSEWE ITTALLBE LEAKAGETESTEDBYANYSDECAPPROVEUMETIIOD. 'S 2
P A)FORCE MnIN SHAH BE FILE,ASTM 03138OR F214,100 PSI MIN PRESSURE RATING;OR,PVD ASTM D2241,100 P51
44 NINGPRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S _ Iy _
Oif%FILE FABRIGAROUNDTHE TOP rEYVE131 LATERAL, PECUMMETTEATION.S.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMExT. r-
G(OVERTHE DISTRIBUTION PIP)AND FORCE MAIN TO BE PRESSURE TESTED BYA NYSDFC APPROVED METHOD
SIDES of EVEN LATERAL,TVP. 4"O PVC PENIORATED O
LISTRISuia)ry PIPE PS)IIUPF PIPE AxD FITTING—TO BE 10NFD BY nlF BUTT(NFATI FUSION PROCESS,AND FOIrvIxG EquIPMEM.SHOULD
(NEFERTOPLAN),TYP. USER.PROPERLY EXERTED ELECTRO"FUSION GTNNGS MAY BE USED.
SE EXTRUSION WELDING DRHOT GAS WELDING OF NUPE PIPING SHOULD NOT BE USED FOR APPLICATIONS W HERE SHEAR
.IN G.COVELY AND DISTURBED AREAS ORSTRUCTUMLSTRENGTHISIMPORTALUL MCESESICALTOIMADAPTZN.FLANGES,UNIONS,GROOVED COUPLERS, CONSTRUCTION
M N.B"C'OVEP CAL COUPUIDS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE.
F TRANSfHONS PIftINGS,AND SOM[MEGIIANI
HE ENDS RFFER'rD MANUFARDRFs afcDMMErvnangNS DETAILS
OE THE SYSTEM 6"ttP, OITHEYYSTEM
E gND(CUfTCRETE SRO; P-61 SCx 40 PvcP PE ArvD FiTTiN65ARE TO BE FONED BY A SOLVENT W..PROCESS,. METHOD,Iry
SEE SPECNORD NS) ACCORDANCE WITNPPE M CfU ANUfNREP SRE'COMMENOAi DNS. E GfS,UN DNS' D�
i H(MA%.1 n1 y VEDCOUPLE'RS,1'NANSITON FETNGS AND SOME MECHANI 0 GS AVBf EV iANCLlI
CONNECT SCH 40 PVC PIPE,N ACCORDANCE WITH MANUFACTURERS RECOMMENDAi ONS.
B E BF E 3ttP PT)THENMOPIASTCPIPING MAY BE ROUTED AROUND O85TRUC'TONS 81 BENDING PIPE ON A SMOOTH CURVE AS
EXISTING GRADE 6�PER,BURY t RECOMMENDFD BY THE UNNUFACEURER SHEET'.SOFB
l TER Xpt U X4 QRY
11 ONb i ON; f IS lO MN i/ 11 PERCOLATON RATE SOIL) o'
MOliuxG@l9"BELLOW GRADE J NNf MATEPIALftiILT,CLAYI LESS TITAN 30%b WF16NT(c20051FVE)
NG
L(STONE',GRAVEL)LESS THAN 15%BY WE OUT U/2"MESH SIZE)
iv230Gp3 ozf MfORiUMATO[OARSf SANG AT LEAST 25°%BY WFIGHT(P35 SIEVE TO WOR c0 NBt�
BOTTOM OF E%CAVaIION -EFFECHVE GRAN SIZE 0.15-0.30 MM
UNNONMHVCOEFF1CIExi n,6 o ROfEe0T06�
gOBERT U.HCILMES,II
n
s LEACHING SYSTEM SECTION
NOT FOR CONSTRUCTION , ,o�OPs
UNDTU SHfO WATER UNLESS UNDEk 3 Gu
nonownrs;neswRE RDADs D ESE
LK r M runt CONDrt,B
T sT.EEna Mutcx Npry PAvfo AREAS
rvnvESDLRACKFaIss
��\/ // COBBLFSANDIARGER.COMVACFED MOUND TO SNFD WATER UNLESS UNtlZR P
\ ^?-i OGFED VROCIOR OUTS Uf NC
\sxe oreseEm �l�\Aj TDAD-vsptiv>AMUDFEOVRDaoR TOGINALioHo"D
L"TAPEFR DEEP RonownrsREs
/ \ ///��% y// / ODWAYS WA KWAVSiUURG UN,
OIL,SEED D MULCH NON PAVEDAREA.S �+
CD PAINHI�
MAx MUM Lrw PAss NG GR111KEt
F ID RI eACKF LL LE55
/ i. i oBULesnNIIRGEk...—I'D �' a
/\ LL MARK /\/ /�MMII
0 CO E%MODFED PROCTOR OUiS bE
S.MN.(ttP.� T`/�\/��e MOUND OVER FORCE NTAPE N'DE "� \\' \ E/\\ ROADWArs,911MODE ED PROCTOR Er,
V
CHID I TO SOL ANT/ \�y OADWAYS
! OR DUFF/LEAF I NAR; J
3
Roc BE WAR UCUMNT Lpcai ON Ury CLEAN SAND I000%PAsstxG
wI B"CHEEbFAry MAKMUML9 PASSNG:D9N�( / ��// // FA
(SEE PLAN FOR SIZE \ f V � \/�\ JC,
\/� N ✓/ ///jPIT
a
As P.R�,L T.kADE B M v <'
aK
ILL z e �e TNG GxnoE e VAS/ . /V,/\�
B(BURIAL DE N.COVER:WATER s .
E MN(6 F
2AI WAi'ERL DEPTH PROVIDES BETWEENS COVER, �/\,`��/ /�/\�/jam/j/��/� !Ni SD E6 y J f ROCK BELOW) Z5
PRLA�SESREE "�o�r�RE ARE a DEPTH v vvi `ii y�vvi�vj � /
v � v v Qv v viA,Ai v,v:
:BOBEW pEPTPPROVIDESBETw EDVER. / wRCEMANSE.A B
�.��%s,(!v'V�:v IN.o E E E S IENO,TONE
lABDVER PNOlUft ARUUNDV PIPE F AIAtlLF DEPTH N 0. LL.OE SEALED AROUrvT THE '
PROVIDE
R V DEER G DE NSULAT ON AV RLE STALLED TO FUL1t DRn N PRUUND FURCE MAN E MA N L xE n fifih�
PROVIDEBLESsiNPN E'0'COVEN,RETERTOSHAILOWNPE-FAUATION'DETN4 TVE SOIL BETWEEN PUMPCrCLEO.IF FULL
DA
B INVfiHICUTAR TPAPYICAREAS',IY3'D"COV6'NCPNNOT OEACLIIE'VED,PIVE(S SHOULD ONES LARDER
MarvL DRAINAGE is rvoi PR DN" fl
M1NU5 ST PRUVIOE INSUtA'lION ANU HEAT
E PtP.CED INA PROTEClIVf CASING(51. I THAN i",ON CLFnNSANtl TRACING;CONTACT ENGINEER
FOR GUiOnNCf 2-- c
CROSSING PROTECTED FORCE MAIN it
PIPE TRENCH:WATER&SEWER LINES 1 � SHALLOW PIPE INSTALLATION -""__ """' "' ---'------ ""--------- -------- E—
,.._ _._..._._...... -...__.___....___ scALE N.r.s. Z O
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4+(AS REQUIRED)
u( 7 VIVOYVv `— pN SUN o ® a
D N"SLOPE
CONSTRUCTION
DETAILS
3 VEGETATED DIVERSION SWALE 4 GRAVITY SEWER CLEANOUT D`
ZD2 D2 �LE.Nr.s --
SHEEE:6 OF D
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ROBERT U.HOLMES,II
PE
NOT FOR CONSTRUCTION D62T26
TIME DOSE W PLEx PUMP CONiflbL PArvft Pi,Id1E5 SPEL'IRG Ow5(CONi!nUFU1 G aia
WITH AUTOMATIC PUMP ALTERNATOR (l)INiintl PUMP PER MANUFACTURERS AECOMMENOATIONS. (AT IC-11 OCCUR.,A',,,AND HIGH IEVU I'D.,PRUVIDED w11H PUMP. 4't
(2)ENGINEER TO WETNESS OPERATION OF PUMP STATIONS UPON COMPLETION. (>)IF AftFIAY I1111111 SHUT OFF THE WATER PUMP OUE TO A HIGH LEVEL ALARM THIN 1111 FOLLOWING
SHALL BE PROVIDID.PROVIDE AN AC INDUSTRIAL CONTROL RELAY INA ENCLOSURE
(3)SUOMERFOR E E I IT PUMP,10,11.5V OR 23DV TO MATCH POWER SUPPLY. ALL,IYPE I IGUIVAENT),RELAY COIL SHALL BE RATED FUR OF VACS RELAVCbwiACIS SHAIt BE Er
AT, RDING To WATER PUMP MOTOR.AD LOgD AMP RATING UR Fun 10 AMPS If WATER PUMP
EIL%"SOLIDS HANDLING OL LIftC'UI CAN
BE USED,LOCATE REIAv ADIACENi TO<dNTROI,PANEL ANO LABEL.ENCLOSURE. _4..
PANEL RELAY I—TO RUAVFRLIM CONTROL POwE R CIRCUIT LISTED IN NOTE 3 FOR PROPER OPERATION OF T)
UNCCCFN RON T5I LITTLE GIANT SEC 1/10 UP SUBMERSIBLE FIT(HENT PUMP,RED SERIES BY LIBERTY OR EQUIVALENT; TI.Y.IW a�Y,e
ERIRED DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR 4Y:
A�SISYANCE (8)PROVIDE(9)TYPE'IFW COrvUUCT0R5(2+FUEL CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR LEVEL
CONTROL SIGNALS)IN A 2"SCHEDULE'4U FVC CONDUIT FROMTHE CDNTROL PANEL TO THE WET WELL.
UMP(Si2 (6)Tf4i PUMPS IOLLOWING INSTALLATION;MfASURI.OISOIARGF.RATE DURMGTESi ANO Ab1U5i OF BA BOX PVC CONDUIT SHALL eE BUR EDA Miw MUMOF 24"BELOW HNISHEUGNAEE.TRENCH SHAL =
iO ACHHVE 2DT022 GPM DISCHARGE RATE,MARK VALVE OPERATORS)AT THIS CXFIILlEO WITHCIDAN SANDER,UNTIL CONDUIT ARE COVERID.
.-. POSITION. (11)BONE CABLE GROUND TO PUMP HOUSING AND IF APPI.EABLE,THE GUIDE RAILS. - a�ii
WD IMI
40 POWER(SOURCE PER OWNER) ((111)ALL WORK MUST CDN FORM TO THE IA—T EDITION OF THE NATIONAL ELECTRIC CODE AND ANY -
U)DOSE VOLUM,TIME DOSE P UGRIE LOG)OR STATE CODES vC.
121TWO BEDRuaM IlE51DINCI DOSE 'CLI 111 III GAUDAY U27 CONTRAcroR Saqu OBTAIN ALL REQUIRED PERNUTs AT THEIR EXPENSE. -
OtlSE VOLUME=SvSTIM 00E+FORCE MAIN VOLUME
BGAL/OAv-SGOSES/DAY+4AGA11-11TCAUNTROSYSTEMDOSE) PROVIDE NYSBOARDOFHRFUNDEAw lTERSINSPE IONCERTIFICATEATCOMPLETIONOF
INLEr�1' Ta LEACHIrvcsysrEM� GAL/DOS zoo'X TIN CROFT ITO FORCE MAID WORK
IT
I]'r�
44 GAL+32 GAL.TOTAL DOSE VOLUME OF]6 GAL/DOSE (11)PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION I5 FUNCTIONING AS REQUIRED
E5/DAyTO`EACHINGSYSTEM IC I
IF HOURS/DAY-S DOSES=G.B MOORS BETWf[N DOSES(4 HOURS Oe MINUTES) G-IF. O tH
2 TEE W/DRAIN BACK VALVE PUMP RUN TIME:]6-25GAUMIN.=3,01 MIND III i3 MINUTES 25ECONDS) PI G
PIIINvuMP
(3)GARAGE/APARTEnfxi 005E CAl4UTAT10N5�220 GAL/CAI SCHURCLEAAT PVC PIPING
VOLUME=SYSTEM DOSE+fORCEMAIN VOLUME Typo y Fp
Att PUMpSUNDfk[OVERTO Fn[IUTATf GAUUAV+S nbSt'S/DAY=A4 FAL/DUSE'ILEACI3INOSYS'TfM DOSE) SHUTOFF/THROTTLING BAIL VALVE PVC —
OGAUDosE+31'x a.l6GAUH(2^O FoncF MAIN)
EASY REMOVAL Aw01NSTALl1UrvCT10ry 80X qq GA °3
Lr SGAL=TOTAL UOSF VOLUME OF GAUDUSE C.
IFE111 REACH OF COVER FOR MAINTENANCE A.%6>"Fiet'HGIASS STRUi.TURIS w
PDRPDSE.S. PLAN w STATIOrv(SEPLiC SOtuilONS) PROVIDESDOSES/DAYTOLEACHING5v5TFM "
TxpUVPLFx PUMPS BYSEPTIC SOLUTIOrvS 24 HOURS/DAVa5 DOSES=AS HOURS BETWEEN DOSES(4 HOURS 41 MINUTES) (1)HEAW TABLE FOR H-20 TRAFFIC LOADING,UNLESS OTHERWISE NOTES,SEAT I BE.
PRE CO.CAST CONCRETE STRUCTURES BY FORT MILLER INC.OR APPROVED EQUIVALENT. ssB
PUMP RUN TIME.49,25 -GAL/MIN.=1.96 MINCUSIT MINUTES 59 SECONDS MINUTES) f`§
(WALL PENETRATION5 FOR PIPE AND CONDUIT SHALL BE 5LEEVEO;SEAL SLEEVE i0 WALL WITH(OR �g'e
2'ONATCN COVERSILNG, HI PUMP RUN TIME SHALL NOT BE LESS THAN 2 MINUTES WATERTIGNTG(TCTCMFRICIMATERPq,)VED METHOD,IE KOR N SEAL BOOT),SEAL PIPE ib ELECVE WITH A,
FACIA
CILI'TAI't'EA"AC""TO
(EIFEUMPRATfSVARYFROM DESIGN CONTACT ENGINEEROUR DOSE GLCULANCTIADFUSTMENTS N
PUMPS DURING FUTURE MAINTENANCE (2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED By THE
2"TEE CONTROL IAUS RI MANUFACTURER AND AS APPROVED BY THE ENGINEER.
(1)INSTALL CONTROLS PER MANUFACTURERS RECOMMENSATIONS. z O
15ERWITHU P FORLIFTOUIOWNER) V HANDI E VALVE OPERATOP INS'UNDER OPEwNG, 12)ENGINEE'RTOWRNC'SSDPERANONOFCDNTROLPANEIBUPONCGMPLETIDN. EU U
OR[G2"0.UIVAtF.NT(C09R0 WITHREMOVABLE FOR USE WITH 3"VALVES,HANG NEAR HATCH IS)DUPLEX TIME DOSE CONTROL PANEL NY SEPTIC SOLUTION.G.SUBMIT SPEOHCATIONY TO ENGINEER LET
LIMA ttPE6NNCTION C.L. FOR APPROVAL PRIOR TO PURCH U ASE Q J
POWER CORD GRADE TO URA) (7H OWING:TREATMENT SYSTEM SHALL BE DOSED AS INDICATED IN TILE"DESIGN INFORMATION DO D-
i� w
AWgy ESE OWING
z ED
/ ! ` `
{5)PROVIDf CIRCUITS,SEPARAr'E'POWER WH'H BRfnKERS CIA MIMPSANUAtARM- �� L^,
WATERTIGHT IONTS UU1 L— %/\ \ '+ +' FORCE (6i HOA SWITCH,WITH RUN L6HTON PANEL DOOR FOR PUMP. ZLET N iW c INLET FRO' // K\ +�/ TO LEACHNG SYStEM� 1]I VSuntANDAUDOALARMS. �C2 IW
IN ALARMOIRWATERSun 15HUTOFFSF \/ \\ ��' ¢ I= $
HEAvv DUTY nolverxnlNeuFT qu'rmRos RRAwRMRe4Er Arv0TEYr BUTidrvS ON DdOR ULZ55
L \ EREGn)ATTACHED TO STAINULI STEEL EYELET RH LOCATE AS DIRECTED BY OWNER. ¢�
15i ALARM ANU LAG PUMv nCf vATQb--�\\�\ / {, (10)FLOAT LEVEL SWITCHES ME PUMP AND ALARM CONTROL REQUIRED, ~O� I (D_�C; /�'\�/ "FUHaDIXi GATT vgevE TO zz
OI .5.,.,.
` \ PI' O Eli WATER SUPPLY SHUTOFI AT HIGH WATER LEVEL(SOLENU OR ELECTRICAL RELAY). ¢� TO iy k O
2 CHECI.VALVE /\/� e"iN0 TlESSADAPTER R EQUIVALENT If°'S w
.. \Y �opeRA IN6/\ RANGE) LU\ \ k'LFCTRIULSPEOiIUTION.S
2AOVIDE2"TEEwrtHN BRANCH —
BAWNTERDRAI D
PUMPS OFF FLOAT SWITCHES I3 RED[U) �\�\ 1 l t, /\ \\„ iFDA WINTER DRAIN BACK)
-----------
START TIMER,AND PUMP ALTERNATOR j\ \ ' TW N SSSEYEBD�StllBLESTRUNGE CUN1pOVpOWFIX�
U
eE USSI f _6x6SIF CEOU IXEU,
1
T Ix'�ivrcaH°4vACTE`o' \�\� L t DAN u)ul(3) 141 (sn6t �� I�
r END LA EST ICT6x6 UJ
/ -c� 2 ,7� �0' f'..,..Cs'!3%r( � (TYP. )1 REQUIRED) ADX.H.LFVELAURMJ NBw REIav z w
IF REGUIRUT,O MIN,
1 V ENGINEER FOR cuRUAuci /�/ \�` `��'�t '�\ , \�`'� \` A UN CDNTR01 FACED O
MATERUALI AT IOP'RMCTEDCRUMESSIDETHE.."I—HICALUMIN \ \ \'\� 2 EFFLUENT PUMPS Ll—j—
SECTION TIME DOSE
a (WAIT P inx) PUMP STATION
SEPTIC EFFLUENT PUMP L2—{�
TANK STATION(8)(9) ��
NOTES: UL A
PUMP STATION NOTES: ( L06 aSDSAi1]5OREq1E NALENT AND RATED FOR 240/20 VA4 5INGLF FELASE SERVIY PANELBOARD,SURGE ARRESTER SHALL CVER E
BE SQUARE D
PSI 1)PUMP STATION TO 8E 200 GALLON IURERGIASSTANK+DUPLEX PUMPS AND SHEET.)OF 9
VALV IILOGTEEOPERATOR54IUNCTIDNBOXTOBEREADiLYACCE551BLETHROUGHCOVER(5). DOSING CONTROL PANEL;BY SEPTIC SOLUTIONS,INC. (2)IF PANELBOARD 15 NOT GROUNDED,PROVIDE A 140.WG COPPE R GROUND CONDUCTOR FROM THE
2)MATTER SUPPLY SHUTOFF TO RELAY TO SHUT OFF WATER SUPPLY PUMP POWER(SEE ELECIPTAISPECUICATION51 TIME
STATION E'XUVATION SHALL BEEXAMINEOFOR EVIDENCE OF.SEA50NAL PINNG�A B'RD IDA 5/8"X COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE OTTF.D'PCOU20P03.Iq PIa
HIGH GROUNOWATFR;CONTACT ENGINEER FOR GUIDANCE, 2)
AND PROVIDE
3)OPEN"DRAII BACK"BALL VALVE ON FORCE MAIN TO WINTERIZE SYSTEM. ANTI FLOTATDN MEASURES AS SHOWN/DIRECTED. (3)FOR SIMPLEX PUMP,GRANTEE I-I PDT E CIRCUIT(AMPERAGE TO MATCH PUI.AP REQUIREMENTS) W�PU.HE"qy
E.AKER)PUMP TOwUL[AND 1 I POLE 15 AMP CLACIN BREAKBCOMMO,POWER)IN PACUBOALIC
TE(SQUARE nTYPE BOOR O'
PDUIVALEMiaUln<ENi TO THE PANfLBOAAD�THEELU NT ADCEEA SHALL BE R4 U FU TER[g0/120 VAC, _
SHALL NAVE A NEMA I ENCLOSURE AND SHALL CONTAIN THE PNOGRCUU BREAKERS OFS[RIBFD u
ROVE.PROVIDE A TAP COCIANC-1 Q.AND)CONDUCORS FROM TxE PANELBOARD TO THE LUGS u ON THE WASCENTFR.
uR,R08pg9b�'�
1 DUPLEX TIME DOSE EFFLUENT PUMP STATION nE)ALL FIE RI ,LEry D gRSARE ib BE SaEDA«DRDINGO'rD MATCH EIE RILL
quTREMINTS OF EACH COMPONENT. ROBERT U.HOLMES,II
NOT FOR CONSTRUCTION PE H08202U
I51 PRov DE(i+GNb)CUNDUCrORS FROM PUMPPOwERfIRCUTBREAKERTO CDNTROI PANEL PS1 SCALE:N.T S. NDNMPROVIDEp)CUNDATHED CBLEACUNTROL)MAYBE USED, TINGLE COND CONTROL ORSAREPANEL
SE
EI LLCSHEA
THED CABLE(ROME)p MAYBE USED, SINGLE CONDUCTORS USED THEY
MUS
BE NSTANED IN EMT.
EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: I.-..,-UN_.
1EIGICUPRE"OSENEDITTIR I
M TUDA, ",".A, EROSION&SEDIMENT CONTROL
1 CONSTRUCTION MEETING,PRIOR 10 START OF OUNSTRUCTION, AN',NED DID KDOETWINJACIL,AND NO IN.
ICUNTACT EMPITERIN ILTIOLECIES HCHAMILM COLESTRUCTRILI START DATE,AND ENGINEER TO SCHEDULER G AME-11TRU HARDWOOD POSTS
WOI EEC=FLF1,T.�.1,�AA`CI!'""I'D AS
015NuviOON OF ll
,PC SPECOULATT_� A TA P I UND,I PRO 11 ED
'IN -C ARE I'-"TO C."'C'"C"GO A
ECTICII 11 IP11111, LANE DISTURBANCE SHALL NOT EXCEED INCGRAWINA WITROUT APPROVAL
--- I T SIT"DO, GO"IT PET.
2)EROSION 0 SEDIMENT CONTROL TO BE INSTALLED PRIOR TO Aly OTHER CONSTA vO AM
4 a N= EFFIR-MAM11, IS
ON
A)ISIECT-NOT PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY APUmA1N,ALX TYPROGE
ESCX FROM DAY I OF CONSTRALCT ION UNTIL LONAL SO E STABILLICA MITI,All ONTOWLARK SHALL BE
LOG/RETORT CLOR TIC POINTS =,I�L.ITILTDI VENT1,R'I'VIAINIDIAGE" T
BE SURFACE DIl.A TATE II LETIC.1 PON IREIETOU AND IFFROSIONT CONTROL' S(NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIME14T CONTROL BLUEBOOK CAP FEE MONEY AT,
AS'
Y555EK),I SULD BY THE NNSDEC,LATEST UFATEON ALL Ell DEVICES SHALL BE MAGETAINED IN ACCORDANCE
Alp JAYll,.,B.,/61a1/29066 EMI .SECURELY TASTER WIRE (7N SS EFOUSSEL CONLIFULOIS INCLUDE Al GRADE DISTURBED AREA AND SEED(TEMPORARY
0 THE
_,A VAXAPM_
SAND BAGS BE LEE TO A OR PERMANENT)IUMMEATELY AFFIR 1111BI.T GS.SR.S COMPLETED OR TEMPORARILY SHUT,NEED,G)
OTHER ENVIRONMENTAL CONTROLS: FAIDICTO'PC, _APW,,LET S
EASE BALE MULCH,STORE,ETC„Q APPLY EROSION CONTROL THATUNG,OR U)OTHER,A
APPROVED 1C E,
DANIIIIII..Il�1111.�.W.I�DIII....IIAIA�DNYI 2 ,
CONIRUL GNORU E,
FROM ICAI 1 11 IIN"'U""'""'FINAL SITE
-STORES BLUE BOOK');LATEST FORTION 'WOODEN STAKES "C I HE GAS HE
PITIED
_' 11 SHALL REALMARDUS IN MLL CPINAUVI.D V L PERMANENT 'ALI lATION COMPLETE �4
CT XOPONALLY FUEL TANKS SHALL U PROVIDED 1111 SECONDARY COUTC111ELF MILLY,TO 10%OF TANK CONTE N7S, TIED SOCK Mq%Sp_,,, ITEEI.R ANN IMMARIED BE...T-IN ISTABILITEDAl GINSIO BY.11CUP STAARDATDI 011
A=IVl0AE1RRFTEL LINES SHALL BE COVERED 11 WOMCIRPS,ABSORBENT MATTING,OR OTHER APTISMER ABR...D COST
A AT
PAL, TIE)FUR ISENICIP IN THE LARI C-1 BASIN
11C A)WDEIINNCSOO FEPTAO MEAN RON WATT F ANY TAKE,ONE,RIVER,STREWN,OR ICELAND,NO
......IT WOVEIN.11 IMPE LAND AREA, ORDING A�ZE �R,SO THE,
SHE ET FLOW THANAGE 1AOf OR FEEL DEVOID OF Gk=`E`AC`T I FOR M..SEENDRAL5 W.11.NAI IDEPT CLEARED MAY BE
THAN 11 411 VVIDOSET A PROTECRIE
'E""'"A"D OVER TIll ENTIRE AREA AND/OR ERGS ON CONENTER,DEVICES IRFEETEVII A
_j <-TEW COVER 'IC
NOTALIM TO IFESUES 11PILKINT,FROM
UXEAA_IN,RICK WATER IF,ACCEPT Al) I'GM`ZT=1,1"G,1,
INCING L MULCH OF A OF PET OF TWO INCHO, AOI'I�G A M U,
REFULER, A GEOTEVIIE FABRIC AS PUPSED=RVAS COVERRIGS,AND IMPERVIOUS STRUCTURES IF 11 E
ED ESC 58)11 AREAS WHERE SOIL COSED DANCE ACTILITTY HAS BEEN TEMPORARILY OR PERMANENTLY-SUE, pU Eft
OF
EF
NECT AS LITUREFTER, SO DN`,NIR"KD1
11,NO PAR BIT COMPACTED BACKPILL IPA URO TEMPORARY AND/ON PE MAN HE SOIL STAR ELATION MEASURES SHALL HE R.-LIM BANAT 1.11RUITSID
WITHIN SEVEN(1)DAYS FROM THE DATE HE SOIL DISTURBANCE ACr,VUY CEASED.THE SUIT S'iAeHUZATH IN
GEOLTESUP FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TEC TEEM,
GLOTENTILE FABRICWTAPPED I A STANDARDS,NEW YORK STAIRSAIDS AND SIDETHWIRMS FOR EROSION AND SEDIMENT CONTROL,AND IN THE
AROUND"Al 11..A'S WN A""' 'As NOTES: CARE GEORGE BASIN SHALL BE IN ACCORDANCE VOTH All REGO LGION 646 PTSQ
IS a
HARDA STAKES 11 TAXI A� 1)TLI$OFFERL 15 APPLICABLE TO LEFTIFLOWCESSIBLACE011TEIPOLUSLUOR ESC UP)GROUND CLEARING OR GOADING ICTRITERE WHICH OCCUR DURING THE PRIOR OCTOBER 1ST,1 TO . . . . .
DRIVEN FENCE'"TERATE_AX
P, E RML I IT E KEPT SESO P ENT REQUIRES
ISTIE DURING WICTLE GONARRIATIETI OF IMPTATION TYPICALLY IDL NOT TAKE'TAPE,SHALL BE A
ER BALE HIRE IN PAILTOR ANCIEN IENHN BASIS IF YEAR MAXIMUM)FOR EROSION CONTROL REQUIRES TO INCORPORATE EXTRA MISSILES DURING REVEGETMION IN ORDER TO REDUCE EROSION AND
MEARGAI FEE STRAUTY,IIIIE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN <tit K�I
LOCIMST1111. 2)SILT FENCE SHALL BE PLACED 01 SLOPE CONTOURS TO NAXIIII MIGNES ECTICIMICS NE'Ll X ,EXTRA MULCH,ANDUCLATION FENCES BIG
WOODEN
A MIN.
BYO ITA111 PLACED 3)A t MATERRIPSILIN-NATION SPECITI-IONS SHALL BE AS FOUND 11 THE LATEST RD..C VORIPT..1 THE E11111. Ell ALL All CONSTRUCTION ACTIVITY SHALL STOP IF F ROSICI ANC/OR SEDIMENTATION 15 EVIDENT,INCLUDING
IF IN ONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACHIM SHAD.
C NOT=C E UNTIL SUCT I
CBE-D'ALI. 4)NUPE7,,A(W REPAIR FENCE AFTER EACH STORM EVERT AND REMOVE SEDIMENT AS -D USED,SUCH A' ARE R"1111 TO PREVENT FURTHER INSPEN.-TUALL.-
'EUCEN 'AR
RECOMMENDED 11-Ol OUGHT
STAR, 1)COLIM5 FILTER SOCKS WILL BE PLACED ON TIA CONTOUR W1711 BOTH TERMINAL ENDS OFTP.SOCK TIME AS THE PRIOR UNTACT 11 HIMUNA".
BEDDING DETAIL ESC 7)DETAILS SHOWN ON 1115 DERAWRIG ARE ONLY EXAMPLES OF APPLICABLE EFON.1 AID SURPROMI
EXTE 5)REMO BEIIEIOIITEDTOANMEATIIAIWItLI40TCONIBIBUTE =IRS'YST
NOTES IDED 8 FEET UPSLOO ATAIS DEGREE ANGLE TO PREVENT BYPASS FLOW SULTIMUSE OF1�SU'E'-`D`U` REAMS;ONTM�ORTOMERMINE'REST�NAGEMEWP��ICE(S)'Run SIRIITT1.11Fw
31111NEARROVELLISIANDINED, PpWVAL
])THESE DETAILS ARE APPLICABLE TO SHEET FLOW OTAINTANY 01 DISTURBED SOILS,MY MILE A IGERETAItUROWN EQUIVALEENTOA FEINUORCED SAT FENCE,REFERENCES MADE TO
DIKES ARE NOT SUITABLE FOR STREAM CHANNELS EN I CONORTYNEDFUN S LESS TACRES, STAINFORIC AND-PEC$ITT FENCE,SEE N EARTIMIORK&TURF ESTABLISHMEN'L z W"I ITUI=,IAl IDAF�l CORNMIDEN INLESS OTHE SWISE DIR"LED ON u I-
X�BAY RATE DOCESIAISE USED FORTECOMMAY 1190 MYSEPLAXIMULDEFECESID.CONTROL 3 THISE"I'I'N'.
,,�RFOVPNL�TUD KSUIALL BE ANCHORED IN EARTH WPNI 2-12"WORTONStAWS MOVED 12"LEMINE G A o�snAT HAVE SEEN SPHICULATR TRAFFIC,SORS RESTORMOSS TO
ON a _j
30 FIT CENTERS ON'HE CENTEAUDE Of TIE MCI SII;F FENCE 59 AS FOULOSOILS RESTURALEORT SOCALREMENTS AS DEFINED IN CHAPTER SAN 01�NEW YORK STATE
510 MASUR DESIGN NSAFEAPPLICATION 0 3'OF COMPOST,TILUE-OAROST 111,MOESOBA
STRAW BALE DIKE 4 ARRIBULUM DEP71 OF 12.APPLICATION Of TOPSOIL TO A DEATH Of A•SONFLACDE AS REQUIRED
TI MAXIMUM SLOPE LUDGIN ABOVE A COMPOST FILTER WICKRIPAU,NOT EXCEED THE FOLLOWING AT
IT, LUNDUCAPIREPOLUDCLEAPPLOCABLOR THE PRECTIONEOf OWNER C,
ET 2)TOM IC PLABLOSEETE AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VELGETATIVE GROWTH z Er
ANA, �G�I LET
------------------ COUSAMPOTHER ATIVE/N�MLIZEDGROUNDCOVERS);��MNERAND/CRLO��lI C)
I 1 11 1 SO I P,
CONSEEVERCH SERVICE FOR RECOMMENDED MATODALS AND APPOCATION. z
11 11 1 "1 UI 1 11 W -7-1 11
U 1 IS i 1-1 ET 3)CONTRACTOR TO PROTECT EUSTING STRICTIRES&PERSONAL PROPER�VRIIG WORKE. DO
5� I AP I LA I =,FORETE VE141CLES AND COMPLETE ALL WORK OUTSIDE OF ROOT MISS OF MMOR TREES A C ,VB
A CONSTRUCTION ENTRANCE SPECIFICATIONS DITILI FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER <I
11 zw
4 ................. ..............
IUGN C LENGTH IN SITE 11-11...RE TO =0 CLEIRE�NG�ORIGAUVOBBING BEYOND THE L�RINGLIMJTS�BEUD$�LLOCCIRUNLUSAPPRWEDIN <
r..Ill AISTONESIZE USEEPOLLSK(I-)STOPELOO-BRE. C,Al 1. BE 'EJAILTRUS A11DORETYRDIL 0,2
,,GO,ME ARE(ENS) C 0 DIDIIINFIC.FREPT115STRADN'. <
COMPOST FILTER SOCK
Q: GO
NON—STOR.O."OULIABOR, I
A)TYPICALCOLADERCIALANDUSTRIAL STRAINCELENSINHERECOMMUDEDURALIN. TO iv)
A SINGLE RESIDENCE
LU lui
BI '.I IMESELI RE-ENS-1.INMIN. GO m -P-
OR.INAI CONALLE ND SITZU CT`AD 0USING
=T LENOIL DITC11 STABILIZATION GUIDELINES
NOTES: M,ME 3o`_"` MIT_UO T (GUIDELINES ARE PROVIDED TO OFFER ANOETHATRIES FOR STABRUEATION,AS NEEDED;ADDITIONAL 5
(SEE NOTES) A COM 12 MIRIT WHOUl WILL SEPARATE RENTAICE&CROP 70 SITE OR MORE AGARDESIVE TREATMENTS MAY BE NECESSARY DEPENDING 01 SHE CORROODDLEER n
TIE 11.111,A Al RECCOMMIAME WILD 24'SON WIDE'WITH COMBINED NIEFFERACE&EXITS 10 SITE D E,,
A)THIS TRICIEDIR IS SULTABLE MR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODEM OPH I.IRM.MULCH 0 10 2
CIECI DAM SETTIMENTITIMP IN ACRALLARE DETCH,IF USED ASACHECK DAM,PROVIDE OVERFILOWCAPALCUTY. CS 4)GFOUTOK FILE
AFTLEEPUSEEDOEVERTNEENNALLAREADIFLORT LEACINGSIONS, A FPCUN==P
2)LA'TO BE 2 OR GREATER FOR TEMPORARY DIKES AND CS OR GFOR PERMANENT EARTH MILES, 6*TH C. 8)NOT REQUIRED
, HIS CEO N
3LB TOM HEIGHT SHOWN W PLALL OR OLIVETTI HEIGHT OF ADJOINING GROUND OR SABORCES 10 TROD, r(sm HERE) I DED ON A SINGLE FAMILY RESIDENCE POT
CI FABRIC SPECIFICATIONS: AD
I LIGHT DO I ROAD MIFLAH INORK OR APPROVED S 3 10 151S,S�E&POLUCH ITTECESPARY OR PERMANENT EROSION CONTROL STATRIN lt� 4ES
4)SEDIMENT 10 BE REMOVED WHEN 211 OF THE DIKE'I INERCE-Al VOLUME HAS BEER ECTUCAUVET (EX,NORTH AM CAN GREEN MODEL CS-S APPROVED EQUIVALENT) DO
HEAVY DOW ROAG-NORAN ASON OR APPROVED Air.
01 RES TO BE HEMMED AND AREAS STABILIZED WITH AN APPROPRIATE VEGLEADON THAT ISIXTRES CWHOLENT IS 4)ISS61-0&MULCH W1 PERMANENT EROSION CONTROL CLAIMING 0
C ALMS 12*-24' REX NORTH AMERICAN GREEN MO 50 EQUIVALENT)
USHOUN DING AREAS AND MULCHED M PRUE"EROSION. (BEER NOTE) S'j- ANTHOR RIP MEPUT CHANNEL)
OR OTHER APPROVED MEASURES i=CII=VED E
A SURFACE WAYTHIB0111 ORDI'MEDTO�RDMN.STRUUIONENIR�NIE
SHALL 1111 CL�IRETRFAT,
�T"F'NT`HE`1RNG 11 ISLIBACTICAT,a MOUNTABLE1 IRD
5:1 SLOPES MAY Be CON11LOCTIED SLOPE STABIL17ATION GUIDPIANES. ENVIRONMENTAL
(GUIDELINES ARE PROVIDED ELDER;AORDITIONAL COLL, IS MAY N,DEC, , B ED SITE CONODITEDIST,.11A 111111HEATEPON CONTROLS
STONE EARTH DIKE YPN_
THE E19RAICE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR It OF ME I ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE 111)�.11 AILD B EANICA.
A OWN 1111111TCIRNTE` I NC A111 I 1111) PERIODIC TOP D=OR"' I
'I PC L PC ` `=�-TNXT'I A,1.,CANI1W1,DEMANR AND REPAIR ANNf.R SS 2)25-RAG:SEED A MULCH W/TEMPORARY EROSION CONTROL MATTING
. A STANDARDS
."I'Ll"HAD C ER 'I SEDIMENT
EC1
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NO I V "COUNUT ED. 10' C., R LUNG,DROPPED,
"BLUE BOON'FOR OTHER METHODS OF FROSIONAJOLD SEDIMENT CONTROL BARREN To BE EDGED ENTIRE ERROR CEAUTIN OF All MEASURES ING
COVERED WE'Ll AGGREGATE WASHODON DEMOITMONTO PUBUCHGOETS OF BVESSYSTUST BE REMOVED R-GATEA, BRIC ACTED.PANUELCAG ARIFIN.-I-D..ATTERASID FULREVARI
iCWNAC1 E16110EN PRIOR TO CONSTIN SUBSTINCLONS) (SEE HOTELSC22)) WABRIPP, SS3.),3,3SMSfCD&MUUlHW/TEMP PARYOR PERMANENT EROSION CONTROL MATTING SHEET FIOF 8
WHEELS STAIL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE CBRO SUN FRO-OSIBILI
PROVIDE CONSTRUCTION UETPANCE AS I WIRED llll:C 111LIT111 WAY.GWIM-11 ING 11 IEBLANIG,IT SHALL BE DONE OR AN AREA OF EEK NORTH AMFNIOVN GREEN UKODUD SISOM OR APPREQUIVALENT)
TO PREVENT ONTO LGHWASI STAB
OTER I..N PET DOMINES INTO A'APPROVED SUDIRROUTTEAPPMRS DEVICE
(SCSXA),�IONAL,SEED D=W/PME�jNSENFDFGAOODC.NTR0t MATHING ON SLOPES
CONSTRUCTION ENTRANCE C,BE LED.. ..N ONTO AROJECAN MODEL ED LOSP,O_CONLYMPER
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER MCI
wN SS,Sj TOM,,CONTACT ENGINEER FOR GUIDANCE
z1_\SEDIMENT CONTROL BARRIER(SHEET
1-11 SETS CHICT HOW MFOREI 11"11D ................A..........
OUT. .....III All 01 DETAILS END M-0111DISTIN ITIONNOICEILLITTUTWOSUN ROB T-OLDI
'I.PDREDUCTURNIAY NAORTUREW'DERESTA=DAND I, G I OF
ITTI.N 0"C"
"BLUE BOOK"TOR OTHER METHODS OF EROSION AND SEDI TO CO TACE ENGINEER
"DO MAKINGICISTUCTIONS)
NOT FOR CONSTRUCTION