Septic As Built UNEE6L NOTES:
DESIGN INFORMATION SITE INFORMATION': 1. SEE NOTE SHEET. CALL ENGINEER TO
r3EDRMS DESOA ELOW DL GN PERC, REQ'Q LENGTH OE CLARIFY ANY DESIGN LAYOUT DETAILS.
RAF- LAMULS
TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL
DWELJNG SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT SCALE 1
3 330 GAL./DAY 1-5 MPI 138'-25Yx=103'
DRAWINGS.
NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES TO BE OBTAINED
PROPOSED INSTALLATION: OF TREATMENT AREA. N OR TH BY CONTRACTOR AND/OR PROPERTY OWNER. �- _ '• � -- '
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS I• t. I
COMPLETELY RE 0OVE,OR FILL IN EXISTING SEPTIC 4_Ft1Lt TIME OR MULTIPLE CONSTRUCTION
COMPONENTS.
TOTAL NUMBER OF LATERALS = Z I LOCATE WATER LINE AND INSPECTION IS NOT INCLUDED WITH SCOPE
OF WORK.
LENGTH OF EACH LATERAL = 55-0" MAINTAIN 10' HORIZONTALI
t
TOTAL. LENGTH OF. LATERALS = 110` SEPARATION TO SEPTIC, TYP_ AEA�I+p
NEW 1000 GALLON CONCRETE
TANK WITH FILTER.SEE DETAILS.PER NYSDOH APP. ? -A(FEB 3. 2010); a 259 REDUCTION IN _ M�
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS SOLID SCH40 AT i 11 PROJECT
�*�/�p p.� p
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN { „ PR®JEST LOCATION PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. PER FOOT, TYP.
SEP 0 7 2021 ` ? ' i I
e�t NOT TO SCALE
SOILS INFORMATION: ' T®�i d;i� QUEENS.
c,.;R's'
PT = PERCOLATION TEST(LOCATIONS, SEE PLAN) D—BOX 8 � I�rtr `Ttir�
DIF = DEEP TEST PIT I It is a violation of NYS education law for any person,
TEST PERFORMED ON 03-21-20 47 _a unless he is acting under the direction of a licensed
Z professional engineer, to after any item in any way.
0"-12` DARK SANDY TOPSOIL. Uj
12"-26' REDDISH BROWN SAND. I 0 0 t'
26 61 GRAY COURSE SAND ( �} I L2 W Z p
NO GROUNDWATER OR MOTTLING NOTED WJI LOT INFORMATION:
SOIL CONDITIONS ARE SIMILAR FOR ENTIRE MOBILE HOME PARK, ( m Z o A S BUILT TAX �,� -
SEVERAL TEST PITS DUG THROUGHOUT PARK WITH SIMILAR ( M -oTOWN
! c I �I 8. BURY
r, —
F1N01NGS. , /t XGi T0fir`VN 0! QUEEI`v. Blam}I`�Y
PT #1 STABILIZED PERCOLATION RATE: 1:55 MPI �'q � LATERALS AT __f �m t'
PT $2 STABILIZED PERCOLATION RATE: 1:35 MPI L_1 � L 0 T S I Z E, 4 8.9 �Q R�
55' EACH.
ADS RANCOR ARC APPROVAL STAMP j NOTES
24 CHAMBERS. ER 10 LOCATE ALL UNDERGROUND
SEE DETAILS. o o �'L!
, _E PRIOR T CONSTRUCTION.
I
I
1
i TREE WATER
I LINE
I
i
PARKING PARKING
-- ---------------- -- ------------------------
I
I
WOODLAND PATH
SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
PRQJECT FOREST PARK WOODLAND PATH
+ LOT #3 1
183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
I
DRAWING TITLE:
AS-BUILT TIE-IN DIMENSIONS FT I K � RKENGINEERING, PLLC SITE PLAN
A G 225 RUGGLES RD.,SARATOGA SPRINGS,NY
SEPTIC TANK EXPOS D RISER ' 518.581.3893 FILE NAME SITE
il
D—Box 3 61 SEPTIC BTE PLAN .1 w SCALE ,' = 20'-0'
L1 BEGIN 5 59 ----- - - � NO. SUBMITTAL / REVISION PP'D. DATE
DATE JULY 2021
U L'I END 60 fJ PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS Y[i s C7 ;� A ISSUED FOR REVIEW/APPROVAL RKR 7J2J21
Fr- AND AS PURPORTED BY PROPERTY MANAGER, i�x' 1 RECORD DRAWING RKR 9J4/21 REVISION I 1
o B »!I� 5 6O THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST A a795flQ y SHEET
ii a_ L2 END 60 11 — NOT BE CONSTRUED AS SUCH. �fl�LSSI�� ----- C-001 1 OF
2
PROJECT NOTES:
MOUND TOPSOIL FOR SETTLING.
SEED AND COVER WITH STRAW. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX
6' 6" SEE NYSDOH'S 'APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS
MIN. INDIVIDUAL HOUSEHOLD SYSTEMS'& 'NYSDOH - (GREEN) DESIGN
TYP. HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES, NO
GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE
EARTH 2. RECORD DRAWING BASED ON ONE SITE VISIT INSPECTION OF INSTALLED
CHAMBER ACKFILL EXPOSED COMPONENTS, NO UNEARTHING PERFORMED.
III1 II II 1= I T11 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
2 CHAMBER
IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
ONE CHAMBER
HEIGHT Z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION REQUIREMENTS.
DO NOT SMEAR SOILS DURING__��2' DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
EXCAVATION. INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER.
DEBRIS, RAKE FLOOR & WALLS. 5- HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
-- NO VEHICLES ALLOWED ON TREATMENT FIELD.
----,- GROUND WATER, BEDROCK OR
IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH—APP. 75-A(FEB 3, 2010); A 25% 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
GRAVELLESS CHAMBERS WITH I,6SF/FT OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODEL
& VOLUME OF 7.5GAL/FT & OPEN SIDEWAI I S. GRAVELLESS CHAMBER TRENCH TREATMENT SECTION 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
FROM SEPTIC TANK F-T7------- I 24' DIA 9. READILY VISIBLE WELLS ARE SHOWN ON PLANS, NOT ALL WELLS MAY BE
4" DiA. SOLID PVC I I I T FEASIBLY LOCATED.
1 4,1
4 1,INLET � ]1 -- OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
=— It T
TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
4!0
I I I I I CAUSE FAILURE OF SEPTIC SYSTEM.
PROVIDE EFFLUENT
INLET OUTLET FILTER. SEE NOTES. APPROVAL STAMP / NOTES
It is a violation of NYS education law for any person,
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) unless he is acting under the direction of a licensed
LOCKABLE COVER, TYP-----,,11 professional engineer, to alter any item in any way.
1-1/2' PRECAST-
CONCRETE BAFFLE BACKFILL WITH CLEAN--� ,-FINISHED GRADE
OR EQUAL --BAFFLE: TE AbL �4 OP SOIL, SEED & MULCH
REMOVABLE COVER IN?N FN& U"4E RAN ME EFFLUENT FILTER / T- I
I I -----WATERPROOF SEAL
12qVVN LEI '—POLY RISER
< x
INLET INVERT
iv 2;)nAZB0TV1ENVERT
INLET —6 OUTLET
r
CAULKED \—CAULKED
INLET OUTLET JOINT yp 9 O fl JOINT
R �Uou
_j E, --SANITARY TEE W/
SANITARYLEVEL EFFLUENT FILTER
2" MIN. TEE __IULK EAD
-3' MIN
12" MIN.
CLEAN SAND, PEA
GRAVEL OR AGGREGATE
(3/4- - 1 1/2-)
IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT
EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE
MAINTAINED. TANKS SHAH BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
W- ODLAND PATH
1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS PRQJECL
1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE; FOREST PARK - 0
27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHAH
2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. BE CHECKED AND CLEANED LOT #3 1
OUTLET PIPES. SURFACE AREA
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE
3. SEPTIC TANK TO D-BOX: 4' PVC OR SDR21, LIQUID SURFACE AREA. i FAILURE COULD OCCUR 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT, - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250
GALLONS TO TANK SIZE FOR EACH. DRAWING TITLE;
4. THE SLOPE OF OUTLET PIPES BETWEEN THE
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4' PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, ENGINEERING3 PLLC DETAILS
SHOULD BE SLOPED AT LEAST 1/32- PER FOOT MIN, SLOPE 1/4- PER FOOT. K
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 11 225 RUGGLES RD..SARATOGA SPRINGS.NY
WITH LIQUID TIGHT JOINTS. 3, SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR 518 581,3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT.
93 SCALE AS NOTED
5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR \11-1 SUBMi7!AL // R_7'ASQN TE
DOSED SYSTEM& 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. APWD� DATE JULY 2021
A
C7 r ISSUED FOR REVIEW/APPROVAL RKR 7/2/21
NEW CONCRETE f ,;� j REVISION
< �_ NEW CONCRETE SEPTIC TANK I RECORD DRAWING RKR 9/4/21-
0 U DISTRIBUTION BOX SHEET
Li 2
-0
0 - C_100
OF
_j 0 SCALE: NONE SCALE: NONE -PES 10 2
a. 0-